HomeMy WebLinkAboutContract 58375-PM1FORTWORTH.
CONTRACT
FOR
THE CONSTRUCTION OF
SYNDERGY 500
(Lot 1, Block 2 Synergy West)
City Project No. 104057
IPRC Record No. IPRC22-0071
FID No.30114-0200431-104057-EO7685
File No. K-3023
X File No. X-27307
Mattie Parker
Mayor
Chris Harder
Director, Water Department
CSC No. 58375-PMI
David Cooke
City Manager
Lauren Prieur
Interim Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
® �E OF F September 2023
® e,`Q,�,,.... r
H.oPR....
oo BARTLEY� Pacheco Koch
............................ ...
�138487 :G�IN a Westwood company
NAL E� PACHECO KOCH CONSULTING ENGINEERS, LLC
®®® :1414060 BRYANT IRVIN ROAD
FORT WORTH, TX 76109
TX REG. ENGINEERING FIRM F-469
TXREG. SURVEYING FIRMLS-10008000
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
00 00 00
TABLE OF CONTENTS
Page 1 of 5
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
Last Revised
00 41 00
00 42 43
0043 13
Bid Fert
Proposal Form Unit Price
Bid Ben
nn in s
05/22/2019
nn in 4
nno n�=
Bidde :s Pf:eq, alifieatiea's
Prequalification Statement
nn in 4
09/01/2015
0045 12
0045 13
Bidde . Pfegtta1 f;,,a4ien kWia 1i3n
n21nvsr09/2020
00 45 26
Contractor Compliance with Workers' Compensation Law
r, Enterprise
04/02/2014
nQi
0045 40
00 52 43
iner-ity Business Goal
Agreement
a
06/16/2016
00 61 25
Certificate of Insurance07/01/2011
00 623
Regoiuzxz is Band
011m�vz2
i�2
nno�4
00 62 19
00 7200
Pay- efA Bond
Maintenance Bond
Genef.,i Conditions
0
01/31/2012
i ii ii T
00 73 00
0073 10
c,,,.,.io,,.,enta y r rdifi np
Standard City Conditions of the Construction Contract for Developer
n7inm�vzi
01/10/2013
Awarded Projects
Division 01- General Requirements
Last Revised
01 1100
Summary of Work
12/20/2012
012500
Substitution Procedures
08/30/2013
01 31 19
Preconstruction Meeting
08/30/2013
813129
01 3233
Pr-egeet Meet* —
Preconstruction Video
07/0i/2 z
08/30/2013
01 33 00
Submittals
08/30/2013
01 35 13
Special Project Procedures
08/30/2013
01 45 23
Testing and Inspection Services
03/20/2020
01 5000
Temporary Facilities and Controls
07/01/2011
01 5526
Street Use Permit and Modifications to Traffic Control
07/01/2011
0157 13
Storm Water Pollution Prevention Plan
07/01/2011
01 60 00
Product Requirements
03/20/2020
01 66 00
Product Storage and Handling Requirements
04/07/2014
01 70 00
Mobilization and Remobilization
04/07/2014
01 71 23
Construction Staking
04/07/2014
01 74 23
Cleaning
04/07/2014
01 77 19
Closeout Requirements
04/07/2014
01 78 23
Operation and Maintenance Data
04/07/2014
01 78 39
Project Record Documents
04/07/2014
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised March 20, 2020
00 00 00
TABLE OF CONTENTS
Page 2 of 5
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
NONE
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
httn:Hfortworthtexas.gov/tuw/contractors/
or
httDs:HaDvs.fortworthtexas.Lov/Proi ectResources/
Division 02 - Existing Conditions
Last Revised
0241 13
Selective Site Demolition
12/20/2012
0241 14
Utility Removal/Abandonment
12/20/2012
0241 15
Paving Removal
02/02/2016
Division 03
- Concrete
03 30 00
Cast -In -Place Concrete
12/20/2012
03 34 13
Controlled Low Strength Material (CLSM)
12/20/2012
03 34 16
Concrete Base Material for Trench Repair
12/20/2012
03 80 00
Modifications to Existing Concrete Structures
12/20/2012
Division 26
- Electrical
26 05 00
Common Work Results for Electrical
11/22/2013
2605 10
Demolition for Electrical Systems
12/20/2012
26 05 33
Raceways and Boxes for Electrical Systems
12/20/2012
26 05 43
Underground Ducts and Raceways for Electrical Systems
07/01/2011
26 05 50
Communications Multi -Duct Conduit
02/26/2016
Division 31-
Earthwork
31 1000
Site Clearing
12/20/2012
3123 16
Unclassified Excavation
01/28/2013
31 23 23
Borrow
01/28/2013
31 24 00
Embankments
01/28/2013
31 25 00
313600
Z'�
Erosion and Sediment Control
^'_
R
12/20/2012
12r�r20Q0i2
Division 32 - Exterior Improvements
32 01 i8 Temper-ary Aaoalt f\- �r 12�'zzr20QO12
32 01 29 Concrete Paving Repair 12/20/2012
32 1123 Flexible Base Courses 12/20/2012
32 1129 Lime Treated Base Geufs 12/20A2012
32 7 Liquid Tfea4ed SA f"tAili er o��
3'�6 �4c�Zalt f\- -ifig 1'1 "�tz
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised March 20, 2020
32 13 13 Concrete Paving
32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps
32 1373 Concrete Paving Joint Sealants
31 14 16 lfial- Un't _ : Mg
H32 16 13 Concrete Curb and Gutters and Valley Gutters
32 1723 Pavement Markings
CInr. Nrzies and Gates
3232 13 Ccol. ion Pl ae-C-3 arcto Rotes
3291 19 Topsoil Placement and Finishing of Parkways
32 92 13 Hydro -Mulching, Seeding, and Sodding
32 93 43 Trees and Shrubs
00 00 00
TABLE OF CONTENTS
Page 3 of 5
1 'l1 Plz
12/20/2012
06/05/2018
12/20/2012
11 Plz
10/05/2016
11 /22/2013
1 11 1 /n�13
11 Plz
11 Piz
11 Piz
n6/no c�II
12/20/2012
12/20/2012
12/20/2012
Division 33 - Utilities
33 01 30
Sewer and Manhole Testing
12/20/2012
33 0131
Circuit Television (CCTV) Inspection
03/03/2016
ZZ�v
22�
33 04 }
7Cllosed
r PU. /.rg „FExisting Sewer- Systems
TeipA Beading and Eleetf e.,l isel..tie
Cef fesio rea,..el Test Stat ems
12/'fr�-svriviz
i2/7rc�-20Q0Q
12/�12
33 04 12
33 04 30
33 04 40
>\aag esitff Anode Gat edict Pfete tie Systeffl
Te pef:ar-y Wa4ef: Setw e
Cleaning and Acceptance Testing of Water Mains
12/�12
n�/non
02/06/2013
33 04 50
Cleaning of Sewer Mains
12/20/2012
3305 10
Utility Trench Excavation, Embedment, and Backfill
12/12/2016
12/2
33 05 12
33 05 13
Wa4ef Line e Lower -in
Frame, Cover and Grade Rings — Cast Iron
z
01/22/2016
33 05 13.10
Frame, Cover and Grade Rings — Composite
01/22/2016
33 05 14
Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
12/20/2012
Grade
110
33 05 17
C nef:ete Wate,. Vaults
Concrete Collars
12/20,L2012
12/20/2012
11 /�12
33 05 20Auger-Ig
33-05-21
22
Tu�rr.wl r �mar- Pla4e
Steel Cass N e
u.,.-..a T,mneli*g
11 /�12
12PfrL 20,L2012
12/'fizrzvriviz
330523 23
33 05 24
33 05 26
T,,.,mel Liner- e- Dla4e
hist,il.,r:e.. ,,F!''.,.-..:e,. Pipe i Casing
06/ivvr�vi3
12/20/2012
E)-
Utility Markers/Locators
33 05 30
Location of Existing Utilities
12/20/2012
33 1105
Bolts, Nuts, and Gaskets
12/20/2012
33 11 10
33 11 11
D etile lf:ef. Pip-e
Ductile Iron Fittings
12/'fez
12/20/2012
33 11 12
Polyvinyl Chloride (PVC) Pressure Pipe
11/16/2018
2'1 2
.� 11 1.,
Eexe�ete P�a��a� Pr�c, Dar � r , Steel
y .,.. pe.lCylinder- Type
12/'fez
12/'fr�-zvriviz
33 ! 1 14
33 12 10
22�
Bur-ied Steel Pipe and Fittings
Water Services 1-inch to 2-inch
T a fge Water- >\ iTetefs
02/14/2017
1 2 /'fzz�-20QO12
CITY OF FORT WORTH
Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
CPN 104057
Revised March 20, 2020
00 00 00
TABLE OF CONTENTS
Page 4 of 5
33 1220
Resilient Seated Gate Valve
Nl
12/20/2012
33 12 21
33 1225
AWW-A Rubber- Seated Butte. -fly
Connection to Existing Water Mains
i2/20Q0i2
02/06/2013
33 1230
Combination Air Valve Assemblies for Potable Water Systems
12/20/2012
33 1240
Fire Hydrants
01/03/2014
33 1250
Wa @r Sar..e Sta4iens
12/�12
33 1260
Standard Blow -off Valve Assembly
Dlaee
06/19/2013
11 /�12
33-3142
33 31 3
Giffed i Pipe (CIPD)
Fibefs`x0 P OCf r e Pipe for- Gr-a- ,;t.Emil�ry�2�r$
11 /'12
2J 1.,5
High Density Polyethylene (14DPE) Pipe a1.xtar'3ewei
12/'fizrzvriviz
33 31 20
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
06/19/2013
33 21 71
Uffito , ff
12/2n/2n12
TJ�TLT
Pipe
rtravravzz
ZZ�z
Safi t., y Sew=_%&K-p Tix�vxg
12/�12
33 31 23
333150 50
C`an tafy C`owef: Pipj E1vl t
C`an taFy C`owef: Set= iee (`.,f.. eetiefis .,.-..a C`o.- iee T ; o
12/'fr�-zvriviz
n4 /'loTnvQoi�
33 39 10
12/20/2012
Cast -in -Place Concrete Manholes
33 39 20
Precast Concrete Manholes
12/20/2012
333930
F-iborg1mr-1\a*holes
n Ct,,.,.,t,o,.
11 /'�12
11 /
333940
33 39 60
Wastewater- eeess (WAG)
Epoxy Liners for Sanitary Sewer Structures
0Q
12/20/2012
3341 10
Reinforced Concrete Storm Sewer Pipe/Culverts
07/01/2011
l.. 11 11
High Density Polyethylene (14PPE) Pipe F ,- St.,.•..,. D -.,;..
12/"fez
,_2 � ! 11
33 4600
Df ,-ee PelyetL.lene (ERPE) Dire
1 1 /1 5
1 71 /'i z
33 4601
lS'�ein
tYti�
maimDpckc.
n�/no 1�n
3-3-4H--02
�^rr�l! ��rrj
n�/n1 /2n1 1
,n
3349 10
Cast -in -Place Manholes and Junction Boxes
12/20/2012
33 49 20
Curb and Drop Inlets
12/20/2012
33-49 40
,Storm Dioinage uo.,,aw,.11s ,-ad W;,.,.w lls
n�/no 1�,o�n
Division 34 -
34� 4 10
Transportation
T,-., ffie Sign is
1 n/1 /i�15
34 n�01
'2 4�02
Attaehmeat A �C+efAfeller- Cabine
Attaehment��tlntf.0lt3' FT�o��ien
b
Attt'1ehmeat G Se twafe-Speei iea4ien
Tompef:a-., T,-.,Ff;e Signals
Q/i�ti_5
0 2
01,L2012
1 1 /'fn 22,L2013
34 ^�-4z-i .03•
34�-41-11
?/I 1 1 if
Reet
111 1 /'�vi3
34 416
Redoa*�aA I-I;brid Signa
11 /gin
34 41 20
Roadway Illumination Assemblies
12/20/2012
34 41 20.01
Arterial LED Roadway Luminaires
06/15/2015
zn n�02
l ,.00.: ay LED n,,.,dw ., T71'i, ns kas
06/10 c�I�5
3n n�o3
l T 11 n,,,.a..,.,., r
dorfti� � �ii���0
06/15QO -5
0��
34 4130
�
3^�0
�illileluli4 �1.gi�S
T
1 1 2L201 �
��
,
3471 13
Single ede Fite- Optie Cable
Traffic Control
02/moo
11/22/2013
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 104057
Revised March 20, 2020
00 00 00
TABLE OF CONTENTS
Appendix
Page 5 of 5
GE4,91
P
Awk ity-aPLapAs
GG 4.0-2
F/abiYarfaee and P`siM Conditions
iRR
GG 4.06
Ha af:dE)us Etwifenfnefftal C nditior at Site
GG 6.0.6.D
n
` `�'7
lV. g -1 t
GC-161.09
I' ..... ice a..d Ut.l.i..,.
GC 6. 1
NandiganrAzzatian
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised March 20, 2020
00 42 43
DAP - BID PROPOSAL
Page I of 6
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information
Bidder's Proposal
Bidlist Item
Description
Specification Section
Unit of
Bid
Unit Price
Bid Value
No.
No.
Measure
Quantity
UNIT I: WATER IMPROVEMENTS
1
3311.0141 6" Water Pipe
3311 10,
LF
10
$85.00
$850.00
33 11 12
2
3311.0241 10" Water Pipe
331110,
LF
8
$172.00
$1,376.00
33 11 12
3
3311.0441 12" Water Pipe
3311 10,
LF
705
$128.00
$90,240.00
33 11 12
4
3311.0443 12" Water Pipe, Select Backfill
33 11 10,
LF
266
$157.42
$41,873.72
33 11 12
5
3311.0442 12" Water Pipe, CSS Backfill
3311 10,
LF
20
$175.00
$3,500.00
33 11 12
6
3312.2203 2" Water Service
33 12 10
EA
3
$9,204.00
$27,612.00
7
3305.0109 Trench Safety
33 05 10
LF
1009
$1.00
$1,009.00
8
3312.3002 6" Gate Valve
33 1220
EA
1
$2,200.00
$2,200.00
9
3312.3003 10" Gate Valve
33 1220
EA
1
$3,945.28
$3,945.28
10
3312.3005 12" Gate Valve
33 1220
EA
3
$5,475.00
$16,425.00
11
3311.0001 Ductile Iron Water Fittings w/ Restraint
33 11 11
TON
0.5
$31,900.00
$15,950.00
12
3312.0117 Connection to Existing 4"-12" Water Main
33 1225
EA
1
$4,807.00
$4,807.00
13
0241.1218 4"-12" Water Abandonment Plug
0241 14
EA
1
$2,500.00
$2,500.00
14
3312.0001 Fire Hydrant
33 1240
EA
1
$6,913.00
$6,913.00
15
9999.0001 Automatic Flushing Device
00 00 00
EA
1
$2,000.00
$2,000.00
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT I: WATE 2 IMPROVEMENTS
$221,201.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bfd Proposal_DAP_UPDATED
00 42 43
DAP - BID PROPOSAL
Page 2 of 6
UNIT PRICE BID
Bidlist Item
No.
1
2
3
4
5
6
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Application
Project Item Information
Description Specification Section Unit of Bid
No. Measure Quantity
UNIT II: SANITARY SEWER IMPROVEMENTS
3311 10 3331
3331.4115 8" Sewer Pipe
12, 3331 20
LF
60
3331.4117 8" Sewer Pipe, Select Backfill
33 11 10, 33 31
LF
170
12, 3331 20
3331.4116 8" Sewer Pipe, CSS Backfill
33 11 10, 33 31
LF
40
12, 3331 20
3305.0109 Trench Safety
33 05 10
LF
270
3339.1001 4' Manhole
33 39 100, 33 39
EA
1
3339.0001 Epoxy Manhole Liner
33 39 60
VF
14
3301.0002 Post -CCTV Inspection
3301 31
LF
270
3301.0101 Manhole Vacuum Testing
3301 30
EA
1
3305.0107 Manhole Adjustment, Minor
33 05 14
EA
1
3305.0112 Concrete Collar for Manhole
33 05 17
EA
2
3305.0113 Trench Water Stops
33 05 15
EA
1
TOTAL UNIT II: SANITARY SEWE 2 IMPROVEMENTS
Bidder's Proposal
Unit Price Bid Value
$75.00 $4,500.00
$95.00 $16,150.00
$105.00 $4,200.00
$1.00 $270.00
$4,551.00 $4,551.00
$250.00 $3,500.00
$1.00
$270.00
$132.00
$132.00
$2,000.00
$2,000.00
$2,000.00
$4,000.00
$3,000.00
$3,000.00
$42,573.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
00 42 43_Bid Proposal_DAP_UPDATED
00 42 43
DAP - BID PROPOSAL
Page 3 of 6
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item
Description
Specification Section
Unit of
Bid
Unit Price
Bid Value
No.
No.
Measure
Quantity
UNIT III: DRAINAGE IMPROVEMEN—S
1
3341.0201 21" RCP, Class III
3341 10
LF
278
$123.00
$34,194.00
2
3341.1202 5x4 Box Culvert
3341 10
LF
37
$588.00
$21,756.00
3
3349.0003 6' Storm Junction Box
33 49 10
EA
1
$10,784.00
$10,784.00
4
3349.7001 4' Drop Inlet
33 49 20
EA
1
$11,501.00
$11,501.00
5
3305.0109 Trench Safety
33 05 10
LS
315
$1.00
$315.00
6
0241.4401 Remove Headwall/SET
0241 14
EA
1
$8,545.00
$8,545.00
7
9999.0001 Gradinq of Bar Ditch
00 00 00
LS
1
$1,500.00
$1,500.00
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT III: DRAINAGE IMPROVEMENTS
$88,595.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bfd Proposal_DAP_UPDATED
00 42 43
DAP - BID PROPOSAL
Page 4 of 6
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item
Description
Specification Section
Unit of
Bid
Unit Price
Bid Value
No.
No.
Measure
Quantity
UNIT IV: PAVING IMPROVEMENT
1
3213.0301 4" Conc Sidewalk
32 1320
SF
207
$5.20
$1,076.40
2
3213.0401 6" Concrete Driveway
32 1320
SF
1056
$3.99
$4,213.44
3
3213.0403 8" Concrete Driveway
32 1320
SF
3593
$4.97
$17,857.21
4
3213.0403 10" Concrete Driveway
32 1320
SF
2297
$8.21
$18,858.37
5
3471.0001 Traffic Control
3471 13
MO
1
$6,500.00
$6,500.00
6
3211.0501 6" Lime Treatment
32 11 29
SY
265
$2.50
$662.50
7
3211.0400 Hydrated Lime
32 11 29
TN
3.5765
$280.00
$1,001.42
8
0241.0100 Remove Sidewalk
0241 13
SF
1243
$6.00
$7,458.00
9
0241.0401 Remove Concrete Drive
0241 13
SF
389
$8.00
$3,112.00
10
0241.0402 Remove Asphalt Drive
0241 13
SF
589
$6.25
$3,681.25
11
0241.0550 Remove Guardrail
0241 13
LF
102
$22.50
$2,295.00
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT IV: PAVING
IMPROVEMENTS
$66,715.59
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bfd Proposal_DAP_UPDATED
00 42 43
DAP - BID PROPOSAL
Page 5 o f 6
UNIT PRICE BID
Bidlist Item
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Application
Project Item Information
Bidder's Proposal
Description
Specification Section
Unit of
Bid
Unit Price
Bid Value
No.
Measure
Quantity
UNIT V: STREET LIGHTING IMPROVEP..ENTS
2605.3015 2" CONDT PVC SCH 80 (T)
26 05 33
LF
175
$46.24
$8,092.00
3441.1405 NO 2 Insulated Elec Condr
3441 10
LF
350
$1.63
$570.50
3441.1502 Furnish/Install Ground Box Type B, w/Apron
3441 10
EA
3
$2,177.00
$6,531.00
3441.3201 LED Liqhtinq Fixture
3441 20
EA
5
$3,081.25
$15,406.25
3441.3302 Rdwy Illum Foundation TY 3,5,6, and 8
3441 20
EA
2
$1,412.50
$2,825.00
3441.3402 1/0-1/0-2 Triplex Alum Elec Conductor
3441 10
LF
385
$8.00
$3,080.00
3441.3502 Relocate Street Licht Pole
3441 20
EA
2
$4,747.00
$9,494.00
9999.0001 Remove Existinq Conduit
99 99 99
LF
235
$13.69
$3,217.15
9999.0002 Arterial Illumination Wood Pole Arm
99 99 99
LF
5
$1,711.00
$8,555.00
9999.0003 Timber Pole
99 99 99
LF
1
$2,968.25
$2,968.25
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS
$60,739.15
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_BaJ Proposal_DAP_UPDATED
00 42 43
DAP - BID PROPOSAL
Page 6 of 6
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information
Bidders Proposal
Bidlist Item
Description
Specification Section
I
I Unit of
Bid Unit Price
Bid Value
No
No.
Measure
Quantity
Bid Summary
UNIT I: WATER IMPROVEMENTS
$221,201.00
UNIT II: SANITARY SEWER IMPROVEMENTS
$42,573.00
UNIT III: DRAINAGE IMPROVEMENTS
$88,595.00
UNIT IV: PAVING IMPROVEMENTS
$66,715.59
UNIT V: STREET LIGHTING IMPROVEMENTS
$60,739.15
Total Construction Bid
I $479,823.74
This Bid is submitted by the entity named below:
BIDDER:
TCRG CONSTRUCTION, LLC
5201 CAMP BOWIE BLVD
FORT WORTH, TX 76107
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
BY: JASON OBERMILLER
ty signetl by Jason Obermiller
Jason Obermill=U5'E=fe��®M�Pom'
RG, OU=Construction, CN=Jason
er
TITLE: Owner's Representative
DATE: 10/4/2022
END OF SECTION
21 working days after the date when the
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
00 42 43_Bid Proposal DAP
0045 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP - PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work
Tvpe" box provide the complete maior work tvpe and actual description as _provided by the Water
Department for water and sewer and TPW for Davin2.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Wastewater New Development
Open Cut (35" and under) Wright Construction Company 4-30-24
Water New Development Open
Cut (35" and under) Wright Construction Company 4-30-24
Street Lights
C&S Utility Contractors, Inc 1-26-24
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
TCRG Construction, LLC BY: Mr. Jason Obermiller
5201 Cam Bowie Blvd Digitally signed by Jason Obermiller
h ON: C=US, E=jason@tcrg.com, O=TCRG,
Fort Worth Texas %610% Jason ObermillerOU=Construction, CN=Jason Obermiller
Date:--2022 nn 28 16:02:59-0-!QQ
(Signature)
TITLE: Owner's Representative
DATE: 08/28/23
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS
00 45 12_Prequalification Statement
Form Version September 1, 2015
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
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25
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30
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32
33
34
35
36
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38
K19
004526-I
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page I of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 104057. Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
TCRG Construction, LLC
Company
5201 Camp Bowie #200
Address
Fort Worth TX, 76107
City/State/Zip
THE STATE OF TEXAS §
COUNTY OFTARRANT §
the act and deed of _
consideration therein
By: Jason Obermiller
(Please Print)
Signature:, _ - o�
Title: Owner's Representative
(Please Print)
on this day personally appeared
known to me to be the person whose name is
ackn wiled el tQ tr�i that he/she executed the same as
t
r the purposes and
I DE MY AND AN.QrtEAL OF OFFICE thi
20
CHERYL L. COUCH
_Notary Public, State of Texas
Comm. Expires 04-28-2026
Notary ID 125016597
n
stated s b lJ� ' day of
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
Synergy 500
CPN 104057
005243-1
Developer Awarded Project Agreement
Pagel of4
I SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on 11/16/2022 is made by and between the Developer,
4 (Insert Full Legal Name of Developer), authorized to do business in Texas ("Developer") , and
5 TCRG Opportunity IX, LLC , authorized to do
6 business in Texas, acting by and through its duty authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
1 I Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 SvnerQv 500
16 CPN 104057
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 21 working days after the date when
23 the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City
24 Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer will
27 suffer financial loss if the Work is not completed within the times specified in Paragraph
28 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard
29 City Conditions of the Construction Contract for Developer Awarded Projects. The
30 Contractor also recognizes the delays, expense and difficulties involved in proving in a
31 legal proceeding the actual loss suffered by the Developer if the Work is not completed on
32 time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated
33 damages for delay (but not as a penalty), Contractor shall pay Developer zero Dollars
34 ($0.00) for each day that expires after the time specified in Paragraph 3.2 for Final
35 Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH Sjweg3, 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN 104057
Revised June 16, 2016
005243-2
Developer Awarded Project Agreement
Page 2 of 4
36 Article 4. CONTRACT PRICE
37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in current funds of four hundred seventy nine thousand eight hundred
39 twenty three Dollars and seventy four cents($479„823.74).
40 Article 5. CONTRACT DOCUMENTS
41 5.1 CONTENTS
42
A.The Contract Documents which comprise the entire agreement between Developer and
43
Contractor concerning the Work consist of the following:
44
1.
This Agreement.
45
2.
Attachments to this Agreement:
46
a. Bid Form (As provided by Developer)
47
1) Proposal Form (DAP Version)
48
2) Prequalification Statement
49
3) State and Federal documents (project specific)
50
b, Insurance ACORD Form(s)
51
c. Payment Bond (DAP Version)
52
d. Performance Bond (DAP Version)
53
e. Maintenance Bond (DAP Version)
54
f. Power of Attorney for the Bonds
55
g. Worker's Compensation Affidavit
56
h. MBE and/or SBE Commitment Form (If required)
57
3.
Standard City General Conditions of the Construction Contract for Developer
58
Awarded Projects.
59
4.
Supplementary Conditions.
60
5.
Specifications specifically made a part of the Contract Documents by attachment or,
61
if not attached, as incorporated by reference and described in the Table of Contents
62
of the Project's Contract Documents.
63
6.
Drawings.
64
7.
Addenda.
65
8.
Documentation submitted by Contractor prior to Notice of Award.
66
9.
The following which may be delivered or issued after the Effective Date of the
67
Agreement and, if issued, become an incorporated part of the Contract Documents:
68
a. Notice to Proceed.
69
b. Field Orders.
70
c. Change Orders.
71
d. Letter of Final Acceptance.
72
73
CITY OF FORT NORTH slwetgy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN 104057
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
74 Article 6. INDEMNIFICATION
75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
76 expense, the city, its officers, servants and employees, from and against any and all
77 claims arising out of, or alleged to arise out of, the work and services to be performed
78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
79 under this contract. This indemnification provision is specifically intended to overate
80 and be effective even if it is alleged or proven that all or some of the damages being
81 sought were caused, in whole or in hart. by anv act. omission or negligence of the city.
82 This indemnity provision is intended to include, without limitation, indemnity for costs,
83 expenses and legal fees incurred by the city in defending against such claims and causes
84 of actions.
85
86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
87 the city, its officers, servants and employees, from and against any and all loss, damage
88 or destruction of property of the city, arising out of, or alleged to arise out of, the work
89 and services to be performed by the contractor, its officers, agents, employees,
90 subcontractors, licensees or invitees under this contract. This indemnification Drovision
91 is specifically intended to overate and be effective even if it is alleged or Droven that all
92 or some of the damages being sought were caused, in whole or in Dart, by anv act,
93 omission or negligence of the city.
94
95 Article 7. MISCELLANEOUS
96 7.1 Terms.
97
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the
98
Construction Contract for Developer Awarded Projects.
99
7.2
Assignment of Contract.
100
This Agreement, including all of the Contract Documents may not be assigned by the
101
Contractor without the advanced express written consent of the Developer.
102
7.3
Successors and Assigns.
103
Developer and Contractor each binds itself, its partners, successors, assigns and legal
104
representatives to the other patty hereto, in respect to all covenants, agreements and
105
obligations contained in the Contract Documents.
106
7.4
Severability.
107
Any provision or part of the Contract Documents held to be unconstitutional, void or
108
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
109
remaining provisions shall continue to be valid and binding upon DEVELOPER and
110
CONTRACTOR.
111
7.5
Governing Law and Venue.
112
This Agreement, including all of the Contract Documents is performable in the State of
113
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
114
Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN 104057
Revised June 16, 2016
115
116 7.6 Authority to Sign.
117
118
119
120
121
122
123
124
125
005243-4
Developer Awarded Project Agreement
Page 4 of 4
Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized
signatory of the Contractor.
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date").
Contractor:
TCRG Construction, LLC
B
(Signature)
Jason Obermiller
(Printed Name)
Developer:
TCRG Opportunity IX, LLC
�2y:-r�2cs icatiarL SDlayte�vpup,Inc•
By:
14&4-I- i . ecAA, LF
(Printed Name)
Title: Owner's Representative Title:
Company Name: TCRG construction, LLC Company name: TCRG Opportunity IX, LLC
Address: Address:
5201 Camp Bowie Blvd 5201 Camp Bowie Blvd
Ste #200 Ste 4200
City/State/Zip: 7 610 7
11/16/2022
Date
City/State/Zip: 76107
11/16/2022
Date
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVFLOPER AWARDED PROJECTS CPN 104057
Revised June 16, 2016
2
3
4
5
6
7
8
9
10
11
12
006219-1
MAINTENANCE BOND
Page 1 of 3
Bond No. TXC616707
SECTION 00 62 19
MAINTENANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OFTARRANT §
That Ave TCRG Construction. LLC , known as
"Principal" herein and Merchants Bonding Company (Mutual) , a corporate surety
(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer, TCRG
Opportunity IX, LLC, authorized to do business in Texas ("Developer") and the City of Fort
Worth, a Texas municipal corporation ("City"), in the sum
13 of Four Hundred seventy Nine TnousandEight Hundred Twenty Three and 74ng0 Dollars (.a 479,823.74
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
11,
lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment
of which sum well and truly be made jointly unto the Developer and the City as dual obligees and
their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
CIA Number CFA22-0119; and
WHEREAS, the Principal has entered into a certain written contract with the Developer
awarded thel6thday of November 20 22 which Contract is
hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
materials, equipment labor and other accessories as defined by law, in the prosecution of the
Work, including any Work resulting from a duly authorized Change Order (collectively herein,
the "Work") as provided for in said Contract and designated as Synergy 500; and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain free from defects in materials or workmanship for and during the period of two (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
CITY OF FORT WORTH Synergy 500
STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS CPA' 104057
Revised January 31, 2012
006219-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
8 remain in full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
1 I noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH Synergy 500
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CAN 104057
Revised January 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the 16 th day of November
3 20 22.
9
10
11 ATTEST:
12
13
14 -,r-rincipal) Secretary
16
117
518
19
20 Witness as to incipa
21
22
23
24
25
26
27
28
29 ATTEST:
30
31 l �1/�lam/
32 (Sur ) Secretary, Jessica Turner
33
34
35 Witness as to Surety, William Blanchard
36
37 *Note:
38
39
40
41
42
PRINCIPAL: i
TCRG Constry ion, LLC.1(LTrb�1S I''n`+vrd l�oW�I�, L'BWu"i'/ ;
' Ins -�
A r
BY::
�r� -V 4 PI T
Name and Title
Address: 5201 CamD Bowie Blvd.
Fort Worth, TX 76107
SURETY:
Merchants Bonding Company (Mutual)
BY:'/12WI7/✓7 & l ka "l,
S&fiature
Payton Blanchard, Attorney -in -Fact
Name and Title
Address: P.O. Box 14498
Des Moines, IA 50306
Telephone Number: 800-678-8171
If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH SJne�gJ, 500
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised January 31, 2012
MERCHANTS
BONDING COMPANY.
POWER OF ATTORNEY
Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,
both being corporations of the State of Iowa (herein collectively called the "Companies) do hereby make, constitute and appoint, individually,
Allison C Lueck; Bryan Simpson; Cadda E Eery; Donna French; Donna Martinez; Gwendolyn Johnston; H E Wilkins; James R Reid; Jessica Turner;
Julie Lindsey; Kay Blair; Lindsay Senior Gingras; Marie Reyna; Markham Paukune; Minnie Ortiz; Payton Blanchard; Ralph E French; Sandra Fuller;
Shane Smith; Shawn Blacklock; Sherri Collins; Tina LaValley; William Blanchard; William Mitchell Jennings
their true and lawful Atlorney(s)-in-Fact, to sign its name as surely(les) and to execute, seal and acknowledge any and all bonds, undertakings,
contracts and other written Instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of
persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted In any actions
or proceedings allowed by law.
This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board
of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of
Merchants National Bonding, Inc., on October 16, 2015.
"The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and
authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto,
bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof."
'The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney
or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the
Company, and such signature and seal when so used shall have the same force and effect as though manually fixed."
In connection with obligations in favor of the Florida Department of Transportation only, it Is agreed that the power and aut hority hereby given to the
Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction
contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department
of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surely company of any of
Its obligations under its bond.
In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given
to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner -
Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation.
In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 16th day of December . 2021
,•.....
•.
.N......
O • pPOy •.,9
0:V0
MERCHANTS BONDING COMPANY (MUTUAL)
•O�.%,
MERCHANT NATIONA.L/-B/OJCN.Dy,IlN/iJGt,7/IN�C,.
1933 ;•y�
By
�{('r"
•; �,"' �1,•
President
STATE OF IOWA '••.,°j°W•,,•`' '•.,,,,. •'
COUNTY OF DALLAS as.
On this 16th day of December 2021 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn
did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the
seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said Instrument was signed and sealed in behalf
of the Companies by authority of their respective Boards of Directors.
ell is POLLYMASON
a
o � Commission Number750576
z ° ° ° ° My Commission Expires Pau"
• /owt, ° January 07, 2023 v Notary Public
(Expiration of notary's commission does not invalidate this Instrument)
I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby
certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full
force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 16th day of November , 2022 .
IPOq" �p••
qr•.y,
.`ebo'>pNrUAy: Yam:iL%CI+2/
�:
G+ /
Z'
2003 ,�;
3'
1933 ; c:
:s •
Secretary
Y•
..�..
•. it
,.
POA 0018 (1/20)
MERCHANTN�
BONDING COMPANY
MERCHANTS BONDING COMPANY (MUTUAL) Y.O. BOX 14498, DES MOINES, IOWA 50306-3498
PHONE: (800) 678-8171 FAX: (515) 243-3854
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact your insurance agent at the telephone number provided by your insurance agent.
You may call Merchants Bonding Company (Mutual) toll -free telephone number for information or to make a
complaint at:
1-800-678-8171
You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or
complaints at:
1-800-252-3439
You may write the Texas Department of Insurance at
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 490-1007
Web: www.tdi.texas.aov
E-mail: ConsumerProtection@tdi.texas.gov
PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim
you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part
or condition of the attached document.
SUP 0032 TX (2/15)
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Article 1 — Definitions and Terminology..........
1.01 Defined Terms ...............................
1.02 Terminology ..................................
Article 2 —
Preliminary Matters .......................
2.01
Before Starting Construction......
2.02
Preconstruction Conference........
2.03
Public Meeting ............................
Page
.............................................1
.............................................1
............................................. 5
....................................................... 6
....................................................... 6
....................................................... 6
....................................................... 6
Article 3 — Contract Documents and Amending............................................................................................... 6
3.01 Reference Standards..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents.................................................................. 6
Article 4 — Bonds and Insurance....................................................................................................................... 7
4.01 Licensed Sureties and Insurers..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7
4.03 Certificates of Insurance............................................................................................................... 7
4.04 Contractor's Insurance.................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12
Article 5 —
Contractor's Responsibilities........................................................................................................12
5.01
Supervision and Superintendent.................................................................................................12
5.02
Labor; Working Hours................................................................................................................13
5.03
Services, Materials, and Equipment...........................................................................................13
5.04
Project Schedule..........................................................................................................................14
5.05
Substitutes and "Or-Equals".......................................................................................................14
5.06
Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16
5.07
Concerning Subcontractors, Suppliers, and Others...................................................................16
5.08
Wage Rates..................................................................................................................................18
5.09
Patent Fees and Royalties...........................................................................................................19
5.10
Laws and Regulations.................................................................................................................19
5.11
Use of Site and Other Areas.......................................................................................................19
5.12
Record Documents......................................................................................................................20
5.13
Safety and Protection..................................................................................................................
21
5.14
Safety Representative.................................................................................................................21
5.15
Hazard Communication Programs.............................................................................................22
5.16
Submittals....................................................................................................................................22
5.17
Contractor's General Warranty and Guarantee..........................................................................23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ............................................
5.19 Delegation of Professional Design Services
5.20 Right to Audit: .............................................
5.21 Nondiscrimination ........................................
Article 6 - Other Work at the Site.......
6.01 Related Work at Site .......
Article 7 - City's Responsibilities ............................................
7.01 Inspections, Tests, and Approvals .......................
7.02 Limitations on City's Responsibilities ................
7.03 Compliance with Safety Program ........................
Article 8 - City's Observation Status During Construction.......
8.01 City's Project Representative .................................
8.02 Authorized Variations in Work ..............................
8.03 Rejecting Defective Work ......................................
8.04 Determinations for Work Performed ......................
Article 9 - Changes in the Work ......................
9.01 Authorized Changes in the Work
9.02 Notification to Surety ...................
Article 10 - Change of Contract Price; Change of Contract Time
10.01 Change of Contract Price ...........................................
10.02 Change of Contract Time ...........................................
10.03 Delays.........................................................................
Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............
11.01 Notice of Defects..............................................................................................................
11.02 Access to Work.................................................................................................................
11.03 Tests and Inspections........................................................................................................
11.04 Uncovering Work.............................................................................................................
11.05 City May Stop the Work...................................................................................................
11.06 Correction or Removal of Defective Work......................................................................
11.07 Correction Period..............................................................................................................
11.08 City May Correct Defective Work...................................................................................
Article 12 - Completion ...........................................
12.01 Contractor's Warranty of Title ............
12.02 Partial Utilization .................................
12.03 Final Inspection ....................................
12.04 Final Acceptance ..................................
Article 13 - Suspension of Work .....................................
13.01 City May Suspend Work .............................
Article 14 - Miscellaneous .........................................
14.01 Giving Notice .........................................
CITY OF FORT WORTH
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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14.02 Computation of Times................................................................................................................ 34
14.03 Cumulative Remedies................................................................................................................. 34
14.04 Survival of Obligations...............................................................................................................35
14.05 Headings......................................................................................................................................35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos —Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw — City's on-line, electronic document management and collaboration system.
5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents —Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non -Resident Bidder
iii. Prequalification Statement
C. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
1. Supplementary Conditions
in. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
P. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor —The individual or entity with whom Developer has entered into the Agreement.
11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings —That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements —A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone —A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non -Participating Change Order —A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order —A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans — See definition of Drawings.
24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
25. Project —The Work to be performed under the Contract Documents.
26. Project Representative —The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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0073 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights -of -way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications —That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions — That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor —An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of apart of the Work at the Site.
35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions —That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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0073 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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41. Work —The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non -Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p. m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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ARTICLE 2 — PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non -
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non -Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City's written interpretation or clarification.
ARTICLE 4 — BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor's obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
1. The certificate of insurance shall document the City, an as "Additional Insured" on all
liability policies.
2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor's obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either parry or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of 35
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non -owned.
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1) $1, 000, 000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by:
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a "Right of Entry Agreement" with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right -of -entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroad property:
a. General Aggregate:
b. Each Occurrence: :
Enter limits provided by Railroad Company (If none, write none)
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at -grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights -of -
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at -grade crossing, other work or activity is
proposed on a railroad company's right-of-way at a location entirely separate from the
grade separation or at -grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company's
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company's property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor's beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and "Or -Equals "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 0125 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre -qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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❑ Required for this Contract.
(Check this box if there is any City Participation)
❑ Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
❑ Required for this Contract.
❑ Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 1 Ith day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For -Information -Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.13. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City's
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit -
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 — OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects in the work provided by others.
ARTICLE 7 — CITY'S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 — CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor.
Developer/Contractor.
City will forward all invoices for retests to
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor's obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 11.09.
ARTICLE 12 — COMPLETION
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 — SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
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available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 — MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given i£
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
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14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 01 11 00
SUMMARY OF WORK
011100-1
DAP SUMMARY OF WORK
Pagel of 3
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor, materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list, then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights -of -way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools, materials, and equipment for construction
37 purposes may be stored in such space, but no more than is necessary to avoid
38 delay in the construction operations.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
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DAP SUMMARY OF WORK
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1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised December 20, 2012
011100-3
DAP SUMMARY OF WORK
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1 1.5
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CLOSEOUT SUBMITTALS [NOT USED]
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MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
1 O PART 3 - EXECUTION [NOT USED]
1 1 END OF SECTION
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Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised December 20, 2012
0131 19- 1
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Pagel of 3
1 SECTION 01 31 19
2 PRECONSTRUCTION MEETING
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. No construction schedule required unless requested by the City.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19
A. Coordination
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1.
Attend preconstruction meeting.
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Representatives of Contractor, subcontractors and suppliers attending meetings
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shall be qualified and authorized to act on behalf of the entity each represents.
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Meeting administered by City may be tape recorded.
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future reference.
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B. Preconstruction Meeting
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1.
A preconstruction meeting will be held within 14 days after the delivery of the
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distribution package to the City.
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a. The meeting will be scheduled and administered by the City.
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2.
The Project Representative will preside at the meeting, prepare the notes of the
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meeting and distribute copies of same to all participants who so request by fully
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completing the attendance form to be circulated at the beginning of the meeting.
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3.
Attendance shall include:
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a. Developer and Consultant
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b. Contractor's project manager
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c. Contractor's superintendent
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d. Any subcontractor or supplier representatives whom the Contractor may desire
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to invite or the City may request
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised August 30, 2013
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e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre -Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
j j . Questions or Comments
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised August 30, 2013
0131 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5
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2 1.6
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.7
CLOSEOUT SUBMITTALS [NOT USED]
4 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
1 1 END OF SECTION
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Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised August 30, 2013
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SECTION 01 33 00
DAP SUBMITTALS
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A. Section Includes:
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1. General methods and requirements of submissions applicable to the following
Work -related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the submittals
from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104057
Revised August 30, 2013
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b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104057
Revised August 30, 2013
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01 3300-3
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a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) "By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated
each item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104057
Revised August 30, 2013
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DAP SUBMITTALS
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5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom -prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104057
Revised August 30, 2013
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DAP SUBMITTALS
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2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing -in diagrams and templates
5) Catalog cuts
6) Product photographs
7) Standard wiring diagrams
8) Printed performance curves and operational -range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare -parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on -site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104057
Revised August 30, 2013
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DAP SUBMITTALS
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2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance with
approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate City
representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate City
representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104057
Revised August 30, 2013
01 3300-7
DAP SUBMITTALS
Page 7 of 10
1 1) Distributed to the City
2 2) Copies
3 a) 4 copies
4 c. Samples
5 1) Distributed to the Project Representative
6 2) Copies
7 a) Submit the number stated in the respective Specification Sections.
8 3. Distribute reproductions of approved shop drawings and copies of approved
9 product data and samples, where required, to the job site file and elsewhere as
10 directed by the City.
1 1 a. Provide number of copies as directed by the City but not exceeding the number
12 previously specified.
13 K. Submittal Review
14 1. The review of shop drawings, data and samples will be for general conformance
15 with the design concept and Contract Documents. This is not to be construed as:
16 a. Permitting any departure from the Contract requirements
17 b. Relieving the Contractor of responsibility for any errors, including details,
18 dimensions, and materials
19 c. Approving departures from details furnished by the City, except as otherwise
20 provided herein
21
2. The review and approval of shop drawings, samples or product data by the City
22
does not relieve the Contractor from his/her responsibility with regard to the
23
fulfillment of the terms of the Contract.
24
a. All risks of error and omission are assumed by the Contractor, and the City will
25
have no responsibility therefore.
26
3. The Contractor remains responsible for details and accuracy, for coordinating the
27
Work with all other associated work and trades, for selecting fabrication processes,
28
for techniques of assembly and for performing Work in a safe manner.
29
4. If the shop drawings, data or samples as submitted describe variations and show a
30
departure from the Contract requirements which City finds to be in the interest of
31
the City and to be so minor as not to involve a change in Contract Price or time for
32
performance, the City may return the reviewed drawings without noting an
33
exception.
34 5. Submittals will be returned to the Contractor under 1 of the following codes:
35 a. Code 1
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104057
Revised August 30, 2013
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1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the
notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non -conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104057
Revised August 30, 2013
01 3300-9
DAP SUBMITTALS
Page 9 of 10
1 1) All subsequent reviews will be performed at times convenient to the City
2 and at the Contractor's expense, based on the City's or City
3 Representative's then prevailing rates.
4 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
5 all such fees invoiced by the City.
6 c. The need for more than 1 resubmission or any other delay in obtaining City's
7 review of submittals, will not entitle the Contractor to an extension of Contract
8 Time.
9 7. Partial Submittals
10 a. City reserves the right to not review submittals deemed partial, at the City's
11 discretion.
12 b. Submittals deemed by the City to be not complete will be returned to the
13 Contractor, and will be considered "Not Approved" until resubmitted.
14 c. The City may at its option provide a list or mark the submittal directing the
15 Contractor to the areas that are incomplete.
16
8. If the Contractor considers any correction indicated on the shop drawings to
17
constitute a change to the Contract Documents, then written notice must be
18
provided thereof to the Developer at least 7 Calendar Days prior to release for
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manufacture.
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9. When the shop drawings have been completed to the satisfaction of the City, the
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Contractor may carry out the construction in accordance therewith and no further
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changes therein except upon written instructions from the City.
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10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
24
following receipt of submittal by the City.
25 L. Mock ups
26 1. Mock Up units as specified in individual Sections, include, but are not necessarily
27 limited to, complete units of the standard of acceptance for that type of Work to be
28 used on the Project. Remove at the completion of the Work or when directed.
29 M. Qualifications
30 1. If specifically required in other Sections of these Specifications, submit a P.E.
31 Certification for each item required.
32 N. Request for Information (RFI)
33 1. Contractor Request for additional information
34 a. Clarification or interpretation of the contract documents
35 b. When the Contractor believes there is a conflict between Contract Documents
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104057
Revised August 30, 2013
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1 c. When the Contractor believes there is a conflict between the Drawings and
2 Specifications
3 1) Identify the conflict and request clarification
4 2. Sufficient information shall be attached to permit a written response without further
5 information.
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1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104057
Revised August 30, 2013
0135 13- 1
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Page 1 of 7
1 SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18 B. Deviations from this City of Fort Worth Standard Specification
19 1. None.
20 C. Related Specification Sections include, but are not necessarily limited to:
21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
22 2. Division 1 — General Requirements
23 3. Section 33 12 25 — Connection to Existing Water Mains
24
25 1.2 REFERENCES
26 A. Reference Standards
27 1. Reference standards cited in this Specification refer to the current reference
28 standard published at the time of the latest revision date logged at the end of this
29 Specification, unless a date is specifically cited.
30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
31 High Voltage Overhead Lines.
32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
33 Specification
34 1.3 ADMINISTRATIVE REQUIREMENTS
35 A. Coordination with the Texas Department of Transportation
36 1. When work in the right-of-way which is under the jurisdiction of the Texas
37 Department of Transportation (TxDOT):
38 a. Notify the Texas Department of Transportation prior to commencing any work
39 therein in accordance with the provisions of the permit
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
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b. All work performed in the TxDOT right-of-way shall be performed in
compliance with and subject to approval from the Texas Department of
Transportation
B. Work near High Voltage Lines
1. Regulatory Requirements
a. All Work near High Voltage Lines (more than 600 volts measured between
conductors or between a conductor and the ground) shall be in accordance with
Health and Safety Code, Title 9, Subtitle A, Chapter 752.
2. Warning sign
a. Provide sign of sufficient size meeting all OSHA requirements.
3. Equipment operating within 10 feet of high voltage lines will require the following
safety features
a. Insulating cage -type of guard about the boom or arm
b. Insulator links on the lift hook connections for back hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the owner of the high voltage lines
4. Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power company
1) After notification coordinate with the power company to:
a) Erect temporary mechanical barriers, de -energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other confined spaces in accordance with OSHA's Permit Required for
Confined Spaces
D. Use of Explosives, Drop Weight, Etc.
1. When Contract Documents permit on the project the following will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section 01 31 13
E. Water Department Coordination
1. During the construction of this project, it will be necessary to deactivate, for a
period of time, existing lines. The Contractor shall be required to coordinate with
the Water Department to determine the best times for deactivating and activating
those lines.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised August, 30, 2013
013513-3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City's representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required, coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
12 will be prosecuted to the full extent of the law.
13 b) In addition, the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis, prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor's letterhead and include the following
23 information:
24 a) Name of Project
25 b) City Project No (CPN)
26 c) Scope of Project (i.e. type of construction activity)
27 d) Actual construction duration within the block
28 e) Name of the contractor's foreman and phone number
29 f) Name of the City's inspector and phone number
30 g) City's after-hours phone number
31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit
32 A.
33 3) Submit schedule showing the construction start and finish time for each
34 block of the project to the inspector.
35 4) Deliver flyer to the City Inspector for review prior to distribution.
36 b. No construction will be allowed to begin on any block until the flyer is
37 delivered to all residents of the block.
38 G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction, prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor's letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised August, 30, 2013
0135 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
1 3) Date of the interruption of service
2 4) Period the interruption will take place
3 5) Name of the contractor's foreman and phone number
4 6) Name of the City's inspector and phone number
5 c. A sample of the temporary water service interruption notification is attached as
6 Exhibit B.
7 d. Deliver a copy of the temporary interruption notification to the City inspector
8 for review prior to being distributed.
9 e. No interruption of water service can occur until the flyer has been delivered to
10 all affected residents and businesses.
11 f. Electronic versions of the sample flyers can be obtained from the Project
12 Construction Inspector.
13 H. Coordination with United States Army Corps of Engineers (USACE)
14 1. At locations in the Project where construction activities occur in areas where
15 USACE permits are required, meet all requirements set forth in each designated
16 permit.
17 I. Coordination within Railroad Permit Areas
18 1. At locations in the project where construction activities occur in areas where
19 railroad permits are required, meet all requirements set forth in each designated
20 railroad permit. This includes, but is not limited to, provisions for:
21 a. Flagmen
22 b. Inspectors
23 c. Safety training
24 d. Additional insurance
25 e. Insurance certificates
26 f. Other employees required to protect the right-of-way and property of the
27 Railroad Company from damage arising out of and/or from the construction of
28 the project. Proper utility clearance procedures shall be used in accordance
29 with the permit guidelines.
30 2. Obtain any supplemental information needed to comply with the railroad's
31 requirements.
32 J. Dust Control
33 1. Use acceptable measures to control dust at the Site.
34 a. If water is used to control dust, capture and properly dispose of waste water.
35 b. If wet saw cutting is performed, capture and properly dispose of slurry.
36 K. Employee Parking
37 1. Provide parking for employees at locations approved by the City.
38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
39 Construction Specification [if required for the project]
40 1. Comply with equipment, operational, reporting and enforcement requirements set
41 forth in NCTCOG's Clean Construction Specification. }
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised August, 30, 2013
013513-5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1 1.4
SUBMITTALS [NOT USED]
2 1.5
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.6
CLOSEOUT SUBMITTALS [NOT USED]
4 1.7
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8
QUALITY ASSURANCE [NOT USED]
6 1.9
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10
FIELD [SITE] CONDITIONS [NOT USED]
8 1.11
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
12
13
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.3.13— Added requirement of compliance with Health and Safety Code, Title 9.
8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised August, 30, 2013
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013513-6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
NOTICE OF
CONSTRUCTION
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised August, 30, 2013
2
3
4
013513-7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
EXHIBIT B
FORT WORTH
�:
�ject I~anw.
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised August, 30, 2013
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Pagel of 4
1 SECTION 0150 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division 1 — General Requirements
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Temporary Utilities
25 1. Obtaining Temporary Service
26 a. Make arrangements with utility service companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having jurisdiction.
29 c. Be responsible for utility service costs until Work is approved for Final
30 Acceptance.
31 1) Included are fuel, power, light, heat and other utility services necessary for
32 execution, completion, testing and initial operation of Work.
33 2. Water
34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment, devices or other use as
36 required for the completion of the Work.
37 b. Provide and maintain adequate supply of potable water for domestic
38 consumption by Contractor personnel and City's Project Representatives.
39 c. Coordination
40 1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised JULY 1, 2011
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1
d. Contractor Payment for Construction Water
2
1) Obtain construction water meter from City for payment as billed by City's
3
established rates.
4
3.
Electricity and Lighting
5
a. Provide and pay for electric powered service as required for Work, including
6
testing of Work.
7
1) Provide power for lighting, operation of equipment, or other use.
8
b. Electric power service includes temporary power service or generator to
9
maintain operations during scheduled shutdown.
10
4.
Telephone
11
a. Provide emergency telephone service at Site for use by Contractor personnel
12
and others performing work or furnishing services at Site.
13
5.
Temporary Heat and Ventilation
14
a. Provide temporary heat as necessary for protection or completion of Work.
15
b. Provide temporary heat and ventilation to assure safe working conditions.
16
B. Sanitary Facilities
17
1.
Provide and maintain sanitary facilities for persons on Site.
18
a. Comply with regulations of State and local departments of health.
19
2.
Enforce use of sanitary facilities by construction personnel at job site.
20
a. Enclose and anchor sanitary facilities.
21
b. No discharge will be allowed from these facilities.
22
c. Collect and store sewage and waste so as not to cause nuisance or health
23
problem.
24
d. Haul sewage and waste off -site at no less than weekly intervals and properly
25
dispose in accordance with applicable regulation.
26
3.
Locate facilities near Work Site and keep clean and maintained throughout Project.
27
4.
Remove facilities at completion of Project
28
C. Storage Sheds and Buildings
29
1.
Provide adequately ventilated, watertight, weatherproof storage facilities with floor
30
above ground level for materials and equipment susceptible to weather damage.
31
2.
Storage of materials not susceptible to weather damage may be on blocks off
32
ground.
33
3.
Store materials in a neat and orderly manner.
34
a. Place materials and equipment to permit easy access for identification,
35
inspection and inventory.
36
4.
Equip building with lockable doors and lighting, and provide electrical service for
37
equipment space heaters and heating or ventilation as necessary to provide storage
38
environments acceptable to specified manufacturers.
39
5.
Fill and grade site for temporary structures to provide drainage away from
40
temporary and existing buildings.
41
6.
Remove building from site prior to Final Acceptance.
42
D. Temporary Fencing
43
1.
Provide and maintain for the duration or construction when required in contract
44
documents
45
E. Dust
Control
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised JULY 1, 2011
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1 1. Contractor is responsible for maintaining dust control through the duration of the
2 project.
3 a. Contractor remains on -call at all times
4 b. Must respond in a timely manner
5 F. Temporary Protection of Construction
6 1. Contractor or subcontractors are responsible for protecting Work from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2 - PRODUCTS [NOT USED]
17 PART 3 - EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATION]
25 3.6 RE -INSTALLATION
26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 ADJUSTING [NOT USED]
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised JULY 1, 2011
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
8
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised JULY 1, 2011
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Pagel of 3
1 SECTION 0155 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 — General Requirements
15 3. Section 34 71 13 — Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A.Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 Transportation and Public Works Department.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised July 1, 2011
015526-2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 1) Allow a minimum of 5 working days for permit review.
2 2) Contractor's responsibility to coordinate review of Traffic Control plans for
3 Street Use Permit, such that construction is not delayed.
4 C. Modification to Approved Traffic Control
5 1. Prior to installation traffic control:
6 a. Submit revised traffic control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Traffic Control.
10 3) It is the Contractor's responsibility to coordinate review of Traffic Control
11 plans for Street Use Permit, such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction, then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16 E. Temporary Signage
17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
19 Devices (MUTCD).
20 2. Install temporary sign before the removal of permanent sign.
21 3. When construction is complete, to the extent that the permanent sign can be
22 reinstalled, contact the City Transportation and Public Works Department, Signs
23 and Markings Division, to reinstall the permanent sign.
24 F. Traffic Control Standards
25 1. Traffic Control Standards can be found on the City's Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
34 PART 2 - PRODUCTS [NOT USED]
35 PART 3 - EXECUTION [NOT USED]
36 END OF SECTION
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised July 1, 2011
015526-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised July 1, 2011
0157 13- 1
DAP STORM WATER POLLUTION PREVENTION
Pagel of 3
1 SECTION 0157 13
2 STORM WATER POLLUTION PREVENTION
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the
11 Contract
12 2. Division 1 — General Requirements
13 3. Section 3125 00 — Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 3125 00.
21 1.3 REFERENCES
22
A. Abbreviations and Acronyms
23
1.
Notice of Intent: NOI
24
2.
Notice of Termination: NOT
25
3.
Storm Water Pollution Prevention Plan: SWPPP
26
4.
Texas Commission on Environmental Quality: TCEQ
27
5.
Notice of Change: NOC
28 A.Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification, unless a date is specifically cited.
32 2. Integrated Storm Management (iSWM) Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised July 1, 2011
2
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01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 3125 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41
42
43
44
45
46
47
A. SWPPP
1. Submit in accordance with Section 0133 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised July 1, 2011
0157 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section 0133 00.
4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS [NOT USED]
12 PART 3 - EXECUTION [NOT USED]
13 END OF SECTION
14
15
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised July 1, 2011
SECTION 0160 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City's website at:
httDs:HaDDs.fortworthtexas.gov/ProiectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
C. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer's standard product.
D. See Section 0133 00 for submittal requirements of Product Data included onCity's
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised March 20, 2020
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised March 20, 2020
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pagel of 4
1 SECTION 0166 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. None.
13 C. Related Specification Sections include, but are not necessarily limited to:
14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
15 2. Division 1 — General Requirements
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22
1.5
SUBMITTALS [NOT USED]
23
1.6
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
24
1.7
CLOSEOUT SUBMITTALS [NOT USED]
25
1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26
1.9
QUALITY ASSURANCE [NOT USED]
27
1.10
DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
1
4.
Deliver products or equipment in manufacturer's original unbroken cartons or other
2
containers designed and constructed to protect the contents from physical or
3
environmental damage.
4
5.
Clearly and fully mark and identify as to manufacturer, item and installation
5
location.
6
6.
Provide manufacturer's instructions for storage and handling.
7
B. Handling
Requirements
8
1.
Handle products or equipment in accordance with these Contract Documents and
9
manufacturer's recommendations and instructions.
10
C. Storage Requirements
11
1.
Store materials in accordance with manufacturer's recommendations and
12
requirements of these Specifications.
13
2.
Make necessary provisions for safe storage of materials and equipment.
14
a. Place loose soil materials and materials to be incorporated into Work to prevent
15
damage to any part of Work or existing facilities and to maintain free access at
16
all times to all parts of Work and to utility service company installations in
17
vicinity of Work.
18
3.
Keep materials and equipment neatly and compactly stored in locations that will
19
cause minimum inconvenience to other contractors, public travel, adjoining owners,
20
tenants and occupants.
21
a. Arrange storage to provide easy access for inspection.
22
4.
Restrict storage to areas available on construction site for storage of material and
23
equipment as shown on Drawings, or approved by City's Project Representative.
24
5.
Provide off -site storage and protection when on -site storage is not adequate.
25
a. Provide addresses of and access to off -site storage locations for inspection by
26
City's Project Representative.
27
6.
Do not use lawns, grass plots or other private property for storage purposes without
28
written permission of owner or other person in possession or control of premises.
29
7.
Store in manufacturers' unopened containers.
30
8.
Neatly, safely and compactly stack materials delivered and stored along line of
31
Work to avoid inconvenience and damage to property owners and general public
32
and maintain at least 3 feet from fire hydrant.
33
9.
Keep public and private driveways and street crossings open.
34
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35
satisfaction of City's Project Representative.
36
a. Total length which materials may be distributed along route of construction at
37
one time is 1,000 linear feet, unless otherwise approved in writing by City's
38
Project Representative.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1
INSTALLERS [NOT USED]
6 3.2
EXAMINATION [NOT USED]
7 3.3
PREPARATION [NOT USED]
8 3.4
ERECTION [NOT USED]
9 3.5
REPAIR / RESTORATION [NOT USED]
10 3.6
RE -INSTALLATION [NOT USED]
11 3.7
FIELD [OR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non -Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
017000-1
DAP MOBILIZATION AND REMOBILIZATION
Pagel of4
SECTION 0170 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised April 7, 2014
017000-2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised April 7, 2014
017000-3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of
Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Emergency Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised April 7, 2014
0170 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
DATE
4/7/2014
NAME
M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
Page 4 of 4
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised April 7, 2014
017123-1
DAP CONSTRUCTION STAKING AND SURVEY
Page 1 of 4
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section 0133 00.
B. All submittals shall be approved by the City prior to delivery.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Certificates
1. Provide certificate certifying that elevations and locations of improvements are in
conformance or non-conformance with requirements of the Contract Documents.
a. Certificate must be sealed by a registered professional land surveyor in the
State of Texas.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
01 71 23 - 2
DAP CONSTRUCTION STAKING AND SURVEY
Page 2 of 4
B. Field Quality Control Submittals
1. Documentation verifying accuracy of field engineering work.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Construction Staking
1. Construction staking will be performed by the City.
2. Coordination
a. Contact City's Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
b. It is the Contractor's responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes furnished by
City.
b. If in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor's neglect, such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup. The cost for staking will be
deducted from the payment due to the Contractor for the Project.
B. Construction Survey
1. Construction Survey will be performed by the City.
2. Coordination
a. Contractor to verify that control data established in the design survey remains
intact.
b. Coordinate with the City prior to field investigation to determine which
horizontal and vertical control data will be required for construction survey.
c. It is the Contractor's responsibility to coordinate Construction Survey such that
construction activities are not delayed or negatively impacted.
d. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
1) City shall perform replacements and/or restorations.
General
a. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work as it progresses for Project Records.
b. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey to obtain construction features, including but not
limited to the following:
1) All Utility Lines
a) Rim and flowline elevations and coordinates for each manhole or
junction structure
2) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Every 250 linear feet
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
01 71 23 - 3
DAP CONSTRUCTION STAKING AND SURVEY
Page 3 of 4
(2) Horizontal and vertical points of inflection, curvature, etc. (All
Fittings)
(3) Cathodic protection test stations
(4) Sampling stations
(5) Meter boxes/vaults (All sizes)
(6) Fire lines
(7) Fire hydrants
(8) Gate valves
(9) Plugs, stubouts, dead-end lines
(10) Air Release valves (Manhole rim and vent pipe)
(11) Blow off valves (Manhole rim and valve lid)
(12) Pressure plane valves
(13) Cleaning wyes
(14) Casing pipe (each end)
b) Storm Sewer
(1) Top of pipe elevations and coordinates at the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
c) Sanitary Sewer
(1) Top of pipe elevations and coordinates for sanitary sewer lines at
the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
(c) Cleanouts
c. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work associated with meeting or exceeding
the line and grade required by these Specifications.
d. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey and to verify control data, including but not
limited to the following:
1) Established benchmarks and control points provided for the Contractor's
use are accurate
2) Benchmarks were used to furnish and maintain all reference lines and
grades for tunneling
3) Lines and grades were used to establish the location of the pipe
4) Submit to the City copies of field notes used to establish all lines and
grades and allow the City to check guidance system setup prior to
beginning each tunneling drive.
5) Provide access for the City to verify the guidance system and the line and
grade of the carrier pipe on a daily basis.
6) The Contractor remains fully responsible for the accuracy of the work and
the correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to City.
9) If the installation does not meet the specified tolerances, immediately notify
the City and correct the installation in accordance with the Contract
Documents.
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
01 71 23 - 4
DAP CONSTRUCTION STAKING AND SURVEY
Page 4 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification.
B. Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
017423-1
DAP CLEANING
Pagel of 4
1 SECTION 0174 23
2 CLEANING
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20
A. Scheduling
21
1. Schedule cleaning operations so that dust and other contaminants disturbed by
22
cleaning process will not fall on newly painted surfaces.
23
2. Schedule final cleaning upon completion of Work and immediately prior to final
24
inspection.
25
1.5
SUBMITTALS [NOT USED]
26
1.6
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
27
1.7
CLOSEOUT SUBMITTALS [NOT USED]
28
1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29
1.9
QUALITY ASSURANCE [NOT USED]
30
1.10
STORAGE, AND HANDLING
31
A. Storage and Handling Requirements
32
1. Store cleaning products and cleaning wastes in containers specifically designed for
33
those materials.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
01 74 23 - 2
DAP CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14
3.1
INSTALLERS [NOT USED]
15
3.2
EXAMINATION [NOT USED]
16
3.3
PREPARATION [NOT USED]
17
3.4
APPLICATION [NOT USED]
18
3.5
REPAIR / RESTORATION [NOT USED]
19
3.6
RE -INSTALLATION [NOT USED]
20
3.7
FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21
3.8
SYSTEM STARTUP [NOT USED]
22
3.9
ADJUSTING [NOT USED]
23
3.10
CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
01 74 23 - 3
DAP CLEANING
Page 3 of 4
1
6.
Handle materials in a controlled manner with as few handlings as possible.
2
7.
Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3
this project.
4
8.
Remove all signs of temporary construction and activities incidental to construction
5
of required permanent Work.
6
9.
If project is not cleaned to the satisfaction of the City, the City reserves the right to
7
have the cleaning completed at the expense of the Contractor.
8
10.
Do not burn on -site.
9
B. Intermediate Cleaning during Construction
10
1.
Keep Work areas clean so as not to hinder health, safety or convenience of
11
personnel in existing facility operations.
12
2.
At maximum weekly intervals, dispose of waste materials, debris and rubbish.
13
3.
Confine construction debris daily in strategically located container(s):
14
a. Cover to prevent blowing by wind
15
b. Store debris away from construction or operational activities
16
c. Haul from site at a minimum of once per week
17
4.
Vacuum clean interior areas when ready to receive finish painting.
18
a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
19
5.
Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20
may become airborne or transported by flowing water during the storm.
21
C. Exterior
(Site or Right of Way) Final Cleaning
22
1.
Remove trash and debris containers from site.
23
a. Re -seed areas disturbed by location of trash and debris containers in accordance
24
with Section 32 92 13.
25
2.
Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
26
that may hinder or disrupt the flow of traffic along the roadway.
27
3.
Clean any interior areas including, but not limited to, vaults, manholes, structures,
28
junction boxes and inlets.
29
4.
If no longer required for maintenance of erosion facilities, and upon approval by
30
City, remove erosion control from site.
31
5.
Clean signs, lights, signals, etc.
32
3.11 CLOSEOUT
ACTIVITIES [NOT USED]
33 3.12 PROTECTION [NOT USED]
34 3.13 MAINTENANCE [NOT USED]
35 3.14 ATTACHMENTS [NOT USED]
36
37
38
39
40
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
01 74 23 - 4
DAP CLEANING
Page 4 of 4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 0177 19
CLOSEOUT REQUIREMENTS
017719-1
DAP CLOSEOUT REQUIREMENTS
Pagel of 3
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
017719-2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 0178 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Upon receipt
26 of this notice, the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
017719-3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104057
Revised April 7, 2014
017823-1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
SECTION 0178 23
OPERATION AND MAINTENANCE DATA
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 0133 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 1/2 inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised April 7, 2014
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly -leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised April 7, 2014
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut -down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised April 7, 2014
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised April 7, 2014
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
DATE NAME
8/31/2012 D. Johnson
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
1.5.A.1 — title of section removed
Revised for DAP Application
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104057
Revised April 7, 2014
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH Synergy 500
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104057
Revised July 1, 2011
FORT WORTH,
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: March 29, 2022
The Fort Worth Water Department's Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department's Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department's Standard Specifications and the
Fort Worth Water Department's Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department's
Standard Specifications or is on the Fort Worth Water Department's Standard
Products List.
CITY OF FORT WORTH
FORT WORM, WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larder than 15 inch diameter shall be approved for use by the Water Department on a project specific basis.
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
I 07/23/97
33 05 13
Urethane Hydrophilic Watcrstop
Asahi Keay. K.K.
Adeka Ultra -Seal P-201
I 04/26/00
33 05 13
Offset Joint for 4' Dim. MH
Hanson Concrete Products
Drawing No. 35-0048-001
I 04/26/00
33 05 13
Profile Gasket for 4' Diam. MH.
Press -Seal Gasket Corp.
250-4G Gasket
I 1126199
33 05 13
HOPE Manhole Adjustment Rings
Ladtech, Inc
HDPE Adjustment Ring
I 5/13/05
33 05 13
Manhole External Wrap
Canusa - CPS
WrapidSeal Manhole Encapsulation System
I
er - aNTnTior& Bases/Fiberglass 33-39-13 (1/8/13
1/26/99
33 39 13
Fiberglass Manhole
Fluid Containment, Inc.
I 08/30/06
33 39 13
Fibe glass Manhole
L.F. Manufacturing
I
Water & Sewer - Manholes & Bases/Frames & Covers/RectanQuiar 33-05-13 (Rev 2/3/1(l)
33 05 13
IManho1e Fmmu and Covers
Western Iron Works, Bass & Hays Foundry
I
Water & Sewe _-Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
3305 13
Manhole Frames and Covers
West= Iron Works, Bass & Hays Foundry
I*
3305 13
Manhole Frames and Covers
McKinley Iron Works Inc.
I08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
I08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
I33
05 13
Manhole Frames and Cove s
Sigma Corporation
I33
05 13
Manhole Frames and Covers
Sigma Corporation
I33
05 13
Manhole Frames and Cove s
Pont-A-Mousson
I33
05 13
Manhole Frames and Covers
Neenah Casting
Flowtite
Updated:03/29/2022
be required for some
ASTM D2240/D412/1)792
I
ASTM C-443/C-361 SS MH I
Traffic and Non -traffic area I
I
ASTM 3753 Non -traffic area
Non -traffic area
1001
I
24"x40" WD
I
30024
24" Dia. I
A 24 AM
24" Dia.
R-1272
ASTM A48 & AASHTO M306
24" Dia.
R- 165-LM (Hinged)
ASTM A48 & AASHTO M306
24" Dia.
NF 1274
ASTM A48 & AASHTO M306
30" Dia.
R-1743-LM (Hinged)
ASTM A48 & AASHTO M306
30" dia.
MH-144N
MH-143N
GTS-STD
24" dia.
I 10/31/06
33 05 13
Manhole Frames and Covers (Hinged)
Powerseal
Hinged Ductile Iron Manhole
ASTM A536
I 7/25/03
33 05 13
Manhole Frames and Covers
Saint-Gobain Pipelines (Pamrex/rexus)
RE32-R8FS
I 01/31/06
3305 13
30" Dia. MH Ring and Cover
East Jordan Iron Works
V1432-2 and V1483 Designs
AASHTO M306-04
I 11/02/10
3305 13
30" Dia. MH Ring and Cover
Sigma Corporation
MH1651FWN & MH16502
I 07/19/11
3305 13
30" Dia. MH Ring and Cover
Star Pipe Products
MR32FTWSS-DC
I 08/10/11
3305 13
30" Dia. MH Ring and Cover
Accucast
220700 Heavy Duty with Gasket Ring
30" ERGO XL Assembly
10/14/13
3305 13
30" Dia. MH Ring and Cover (Hinged & Lockable)
East Jordan Iron Works
with Cam Lock/MPIC/T-Gasket
ASSHTO MI 05 & ASTM A536
I 06/01/17
3405 13
30" Dia. MH Ring and Cover (Hinged & Lockable) CI
SIP Industries
2280 (32")
ASTM A 48
CAP-ONE-30-FTW, Composrte, w/ Luck
.111111
33 OS 13
30" Dia. MH Ring and Cover
Composite Access Products, L.P.
w/o Hmg
I 10/07/21
3405 13
30" Dia. MH Ring and Cover
Trumbull Manufacturing
32"(30") Frame and Cover
I
Water & Sewer - Manholes & Bases/Frames & Covers/Water
Tight & Pressure Tight 33-05-33-� 2/3/1�
33 05 13
Manhole Frames and Covers
Pont-A-Mousson
Pamtight
I33
05 13
Manhole Frames and Cove s
Neenah Casting
I33
05 13
Manhole Frames and Cove s
western Iron Works,Bass & Hays Foundry
300-24P
I
33 05 13
Manhole Frames and Cove s
McKinley Iron Works Inc.
WPA24AM
I 03/08/00
33 05 13
Manhole Frames and Covers
Accucast
RC-2100
ASTM A 48
I 04/20/01
33 05 13
Manhole Frames and Covers
(SIP)Semmpore Industries Private Ltd.
300-24-23.75 Ring and Cover
ASTM A 48
I
Water & Sewer - Manholes & Bases/Precast Concrete (2ev
1/8/13
33 39 10
Manhole, Precast Concrete
Hydro Condurt Corp
SPL Item #49
ASTM C 478
I *
33 39 10
Manhole, Precast Concrete
Wall Concrete Pipe Co. Inc.
ASTM C443
I 09/23/96
33 39 10
Manhole, Precast Concrete
Concrete Product Inc.
48" I.D. Manhole w/ 32" Cone
ASTM C 478
I 05/08/18
33 39 10
Manhole, Precast Concrete
The Turner Company
48", 60" I.D. Manhole w/ 32" Cone
ASTM C 478
I 10/27/06
33 39 10
Manhole, Precast Concrete
Oldcastle Precast Inc.
48" I.D. Manhole w/ 24" Cone
ASTM C 478
I 06/09/10
33 39 10
Manhole, Precast (Reinforced Polymer)Concrete
US Composite Pipe
Reinforced Polymer Concrete
ASTM C-76
I 09/06/19
33 3920
Manhole, Precast Concrete
Forterra Pipe and Precast
60" & 72" I.D. Manhole w/32" Cone
ASTM C-76
I 10/07/21
32 39 20
Manhole, Precast Concrete
Forterra Pipe and Precast
48" I.D. Manhole w/32" Cone
ASTM C-77
I 10/07/21
33 3920
Manhole, Precast (Reinforced Polymer) Concrete
Armorock
48" & 60" I.D. Manhole w/32" Cone
I 10/07/21
33 3920
Manhole, Precast (Hybrid) Polymer & PVC
Predl Systems
48" & 60" I.D. Manhole w/32" Cone
I
Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitiou
EI-14
Manhole Rehab Svstems
Ouadex
I 04/23/01
EI-14
Manhole Rehab Systems
Standard Cement Materials, Inc.
Relmer MSP
E1-14
Manhole Rehab Systems
AP/M Permaform
I 4/20/01
E1-14
Manhole Rehab System
Strong Company
Strong Seal MS2A Rehab System
I 5/12/03
E1-14
Manhole Rehab System (Lmer)
Poly -triplex Technologies
MH repair product to stop infiltration
ASTM D5813
I08/30/06
General Concrete Repair
FlexKrete Technologies
Vinyl Polyester Repair Product
I
F--
aW ter & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious
I 05/20/96
EI-14
Manhole Rehab Svstems
Spravrou,
Spray Wall Polyurethane Coating
ASTM D639/13790
I*
EI-14
Manhole Rehab Systems
San Coast
12/14/01
Coating for Corrosion protection(Exterior)
ERTECH
Series 20230 and 2100 (Asphatic Emulsion)
I 01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, S1BB, S1, S2
Acid Resistance Test
I8/28/2006
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
I 08/30/06
Coatings for Corrosion Protection
Citadel
SLS-30 Solids Eppoxy
33 11 16,33 39 11,
RR&C Dampproofing Non-]ribered Spray
.3119118
33 39 20
Coating for Corrosion protedim(Exterior)
Sherwin Williams
Grade (Asphatic Emulsion)
24" dia.
24" Dia.
30" Dia.
30" Dia.
30" Dia
30" Dia
30" Dia
30" Dia
30" Dia.
30" Dia
30" Dia
24" Dia. I
24" Dia. I
24" Dia. I
24" Dia. I
24" Dia. I
24" Dia. I
I
I
48" I
48"
48" W32" cone
48", 60"
48" Dim w 24" Ring
48" to 72"
60" & 72"
41"
48" & 60"
48" & 60" Non Traffic Areas I
I8MTAIIM
For Exterior Coating of Concrete
Structures Only
Sewer Applications
Sewer Applications
Sewer Applications
For Exterior Coating of Concrete
Structures Only
* From Original Standard Products List
FORT WORTH.,
Note: All water or sewer pipe larder than 15 inch diameter shall be
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
for use by the Water
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)
I *
33 - 13
Manhole Insert
Knutson Enterprises
I *
33 05 13
Manhole Insert
South Western Packaging
I *
33 05 13
Manhole Insert
Noflm-Inflow
I 09/23/96
33 05 13
Manhole Insert
Southwestern Packing & Seals, Inc.
I 09/23/96
33 05 13
Manhole Insert
Southwestern Packing & Seals, Inc.
I
Water & Sewer - Pine Casing Suacers 33-05-24 (07/01/
11/04/02
Steel Band Casing Spaccrs
Advanced Products and Systems, Inc.
02/02/93
Stainless Steel Casing Spacer
Advanced Products and Systems, Inc.
04/22/87
Casing Spacers
Cascade Waterworks Manufacturing
09/14/10
Stainless Steel Casing Spaoer
Pipeline Seal and Insulator
09/14/10
Coated Steel Casin Spacers
Pipeline Seal and Insulator
05/10/11
Stainless Steel Casing Spacer
Poweoseal
03/19/18
Casing Spacers
BWM
03/19/18 Casing Spacers
03/29/22 1 33 05 13 ICasmg Spacers
low Water & Sewer - PiDes/Ductile Iron 33-11-10(1/8/13),
BWM
CCI Pipeline Systems
basis.
Made to Order - Plastic
Made to Order - Plastic
Made to Order - Plastic
L feSaver - Stainless Steel
TetherLok - Stainless Steel
Carbon Steel Spacers, Model SI
Stainless Steel Spacer, Model SSI
Casing Spacers
Stainless Steel Casing Spacer
Coated Steel Casin Spacers
4810 Powerchock
SS-12 Casing Spacer(Stainless Steel)
FB-12 Casing Spacer (Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
CSC12, CSS12
Updated:03/29/2022
equired for some pipes.
itional Spec Size
ASTM D 1248 For 24" this.
ASTM D 1248 For 24" dig.
ASTM D 1248 For 24" dia.
For 24" dia.
For 24" this,
Up to 48"
Up to 48"
Up to 48"
*
33 11 10
Ductile Iron Pipe
Griffin Pipe Products, Co.
Super Bell-Tite Ductile Iron Pressure Pipe,
AW WA C150, C151
3" thin 24"
OS/24/18
33 11 10
Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Fastite Pipe (Bell Spigot)
AW WA C150, C151
4" thou 30"
08/24/18
33 11 10
Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Flex Ring (Restrained Joint)
AW WA C150, C151
4" thou 30"
*
33 11 10
Ductile Iron Pipe
U.S. Pipe and Foundry Co.
AW WA C150, C151
*
33 11 10
Ductile Iron Pipe
McWane Cast Iron Pipe Co.
AW WA C150, C151
I
Water & Sewer - Utility Line Marker (08/24/2018)
I
Sewer - Coatin
1s/Euoxv 33-39-60 (01/08/131
02/25/02
Epoxy Lining System
Sauereisen, Inc
SewerGard 21ORS
LA County #210-1.33
I 12/14/01
Epoxy Lining System
Eniech Technical Coatings
Ertech 2030 and 2100 Series
I
I 04/14/05
Interior Ductile Iron Pipe Coating
Inderon
Protecto 401
ASTM B-117
Ductile Iron Pipe Only I
I01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, S1BB, SL S2
Acid Resistance Test
Sewer Applications I
I8/28/2006
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
Sewer Applications I
Sewer - Coatin i! s/Polvurethane
I
Sewer - Combinatio
OS/25/18 33-31-70 Air Rc
I
I
Sewer - Pioes/Concr
EI-04 Con',
I EI-04 Cone.
I EI-04 Cone.
I EI-04 Conc.
I
PL Sewer - Pine Enlare
PIRMS
SCCo S
I
Sewer- Piue/Fiber¢
7Y21/97 333113 Ccm..
I 03/22/10 333 13 Fiberg
I 04/09/21 Glass -
I 4114105 Polym
I 06/09/10 EI-9 Rem
I
Sewer - Pines/HDPE
�Hi,h-
High-
High-
High-
Sewer - Piues/PVC
12/02/11 33-11-12 DR-14
10/22/14 33-11-12 DR-14
I
* From Original Standard Products List
lase Valve
A.R.I. USA, Inc.
ete
Pipe, Reinforced
Wall Concrete Pipe Co. Inc.
Pipe, Reinforced
Hydro Conduit Corporation
Pipe, Reinforced
Hanson Concrete Products
Pipe, Reinforced
Concrete Pipe & Products Co. Inc.
ment Svstem (Method)33-31-23 (01/18/13)
ystem
PIM Corporation
nnell Systems
MCLat Construction
ystems
Trenchless Replacement System
lass Reinforced Pine 33-31-13(1/8
Cast Fiberglass (FRP)
Hobas Pipe USA, Inc.
lass Pipe (FRP)
Ameron
Fiber Reinforced Polymer Pipe (FRP)
Thompson Pipe Group
er Modified Concrete Pipe
Amitech USA
rood Polymer Concrete Pipe
US Composite Pipe
33-31-23(1/8/131
density pOlycthylCnC pipe
Phillips Driseopipe, Inc.
density polyethylene pipe
Plexco Inc.
density polyethylene pipe
Polly Pipe, Inc.
density polyethylene pipe
CSR Hydro Conduit/Pipeline Systems
(Pressure Sewer)33-11-12 (4/t/13)
PVC P—sure Pipe
Pipelite Jetstream
PVC Pressure Pipe
Royal Building Products
D025LTP02(Composite Body)
III T&G, SPL Item #77
ASTM C 76
I
- - - e, #98 Pipe
ASTM C 76
I
ASTM C 76
I
I
Polyethylene
PIM Ccri Piscata Way, N.J.
Approved Previously
Polyethylene
Houston, Texas
Approved Previously I
Polyethylene
Calgary, Canada
Approved Previously I
I
Helios Pipe (Non -Pressure)
ASTM D3262N3754
Bondstrand RPMP Pipe
ASTM D3262N3754
I
Thompson Pipe (Flowtite)
ASTM D3262N3754
I
Meyer Polyerete Pipe
ASTM C33, A276, F477
8" to 102", Class V I
Reinforced Polymer Concrete Pipe
ASTM C-76
I
I
Opticore Ductile Polyethylene Pipe
ASTM D 1248
8"
ASTM D 1248
8"
ASTM D 1248
8"
McConnell Pipe Enlargement
ASTM D 1248
I
I
PVC Pressure Pipe
AW WA C900
4" thou 12"
Royal Seal PVC Pressure Pipe
AW WA C900
4" thou 12"
FORT WORTH.,
Note: All water or
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
than 15 inch diameter shall be approved for use by the Water
basis. Special bedding may be required for some
Updated: 03/29/2022
*
33-31-20
PVC Sewer Pipe
J-M Manufacturing Co., Inc. UM Eagle)
SDR-26
ASTM D 3034
4" - 15"
12/23/97*
33-31-20
PVC Sewer Pipe
Diamond Plastics Comoration
SDR-26
ASTM D 3034
4" thin 15"
*
33-31-20
PVC Sewer Pipe
Lamson Vylm Pipe
ASTM F 789
4" thin 15"
01/18/18
33-31-20
PVC Sewer Pipe
Vinyltech PVC Pipe
Gravity Sewer
ASTM D3034
4" thin 15"
11/11/98
33-31-20
PVC Sewer Pipc
Diamond Plastics Comoration
"S" Gravity Sewer Pipe
ASTM F 679
18" to 27"
*
33-31-20
PVC Sewer Pipe
J-M Manufacturing Co, Inc. UM Eagle)
SDR 26/35 PS 115/46
ASTM F 679
18" - 28"
09/11/12
05/06/05
33-31-20
33-31-20
PVC Sewer Pine
PVC Solid Wall Pipe
Piq life Jet Stream
Diamond Plastics Corporation
SDR-26 and SDR-35
SDR 26/35 PS 115/46
ASTM F-679
ASTM F-679
18"
18" to 48"
04/27/06
33-31-20
PVC Sewer Fittings
Harco
SDR-26 and SDR-35 Gasket Fittings
ASTM D-3034, D-1784, etc
4" - 11"
*
33-31-20
PVC Sewer Fittings
Plastic Trends, Inc.(Westlake)
Gasketed PVC Sewer Mam Finings
ASTM D 3034
1 3/19/2018
33 3120
PVC Sewer Pipe
Pipelife Jet Stream
SDR 35
ASTM F679
18"- 24"
1 3/19/2018
3/29/2019
33 3120
33 3120
PVC Sewer PTe
Gasketed Fittings (PVC)
Pipelife Jet Stream
GPK Products, Inc.
SDR 26
SDR 26
ASTM D3034
ASTM D3034/F-679
4"- 15"
4"- 15"
1 10/21/2020
33 3120
PVC Sewer Pipe
NAPCO(Westlake)
SDR 26
ASTM D3034
4" - 15"
1 10/22/2020
33 3120
PVC Sewer Pipe
Sanderson Pipe Coro.
SDR 26
ASTM D3034
4"- 15"
1 10/21/2020
33 3120
PVC Sewer Pipe
L NAPCO(Westlake)
SDR 26/35 PS 115/46
ASTM F-679
18"- 36"
I
*
Cured in Place Pipe
Insitufann Texark, Inc
ASTM F 1216
05/03/99
Cured in Place Pipe
�C.ed
National Envirotech Group
National Liner, (SPL) Item 427
ASTM F-1216/D-5813
05/29/96
in Place Pipe
Reynolds Inc/Inliner Technol" (Inlmer USA)
Inlmer Technology
ASTM F 1216
Sewer - Pines/Rehab/Fold & Farm i
Fold and Form Pipc
Cullum Pipe Systems, Inc.
11/03/98
Fold and Form Pipe
Insituform Technologies, Inc.
Insituf 'rNuPIpe"
ASTM F-1504
Fold and Form Pipe
American Pipe & Plastics, Inc.
Demo. Purpose Only
12/04/00
Fold and Form Pipc
Ultraliner
Ultraliner PVC Alloy Pipeliner
ASTM F-1504, 1871, 1867
06/09/03
Fold and Form Pipe
Miller Pipeline Coro.
EX Method
ASTM F-1504, F-1947
Up to 18" diameter
Sewer - Pioes/Open Profile Laree Diameter M
09/26/91
E100-2
PVC Sewer Pipe, Ribbed
Lamson Vylon Pipe
Carlon Vylon H.C. Closed Profile Pipe,
ASTM F 679
18" to 48"
09/26/91
E100-2
PVC Sewer Pipe, Ribbed
Extrusion Technologies, Inc.
Ultra -Rib Open Profile Sewer Pipe
ASTM F 679
18" to 48"
E100-2
PVC Sewer Pipe, Ribbed
Up -or ETI Company
11/10/10
(E100-2)
Polwropylene (PP) Sewer Pipe, Double Wall
Advanced Drainage Systems (ADS)
SaniTite HP Double Wall (Corrugated)
ASTM F 2736
24"-30"
11/10/10
(E100-2)
Polwropylene (PP) Sewer Pipe, Triple Wall
Advanced Drainage Systems (ADS)
SaniTne HP Triple Wall Pipe
ASTM F 2764
30" to 60"
05/16/11
Steel Reinforced Polyethylene Pipe
ConTech Construction Products
Durmaxx
ASTM F 2562
24" to 72"
01/18/18
Water - Am)mmenMlj�2-10 (07/0�
33-12-10 Double Strap Saddle
Romac
202NS Nylon Coated
AWWA C800
1"-2"SVC, up to 24" Pipe
08/28/02
Double Strap Saddle
Smith Blair
4317 Nylon Coated Double Strap Saddle
07/23/12
33-12-10
Double Strap Service Saddle
Mueller Company
DR2S Double (SS) Strap DI Saddle
AW WA C800
1"-2" SVC, up to 24" Pipe
10/27/87
Curb Stops -Ball Meter Valves
McDonald
6100M,6100MT & 61 OMT
3/4" and 1"
10/27/87
Curb Stops -Ball Meter Valves
McDonald
4603B, 4604B, 6100M, 610OTM and 6101 M
1'h" and 2"
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
L22-77NL
AW WA C800
2"
FB600-6-NL, FB1600-6-NL, FV23-666-W-
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, L22-66NL
AW WA C800
1-1
FB6004-NL, FB16004-NL, B11-444-WR-
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, B22444-WR-NL, L28-44NL
AW WA C800
I "
B-25000N, B-24277N-3, B-20200N-3, H-
AW WA C800, ANSF 61,
1/21/2.1.
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, , H-1552N, H142276N
ANSI/NSF 372
_
B-25000N, B-20200N-3, B-24277N-3,H.
AW WA C800, ANSF 61,
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, H-14276N, H-15525N
ANSI/NSF 372
1-1/2"
B-25000N, B-20200N-3,H-15000N, H-
AW WA C800, ANSF 61,
1/21/2.1.
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15530N
ANSI/NSF 372
1"
01/26/00
Coated Tapping Saddle with Double SS Straps
JCM Industries, Inc.
#406 Double Band SS Saddle
1 "-2" Taps on up to 12"
0/5/21/12
33-12-25
Tapping Sleeve (Coated Steep
JCM Industries, Inc.
412 Tapping Sleeve ESS
AW WA C-223
U to 30" w/12" Out
03/29/22
I 33-12-25
ITapptng Sleeve (Coated or Stainless Steel
JCM Industries, Inc.
415 Tapping Sleeve
AW WA C-223
Concrete Pipe Only
05/10/11
Tapping Sleeve (Stainless Steel)
Powerseal
3490AS (Flange) & 3490MJ
4"-8" and 16"
02/29/12
33-12-25
Tapping Sleeve (Coated Steel)
Romac
FTS 420
AW WA C-223
up to 42" W24" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steel)
Romac
SST Stainless Steel
AW WA C-223
Up to 24" w/12" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steel
Romac
SST III Stainless Steel
AW WA C-223
Up to 30" w/12" Out
05/10/11
Joint Repair Clamp
Powerseal
3232 Bell Joint Repair Clamp
4" to 30"
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW37C-12-lEPAF FTW
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW39C-12-lEPAF FTW
08/30/06
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW65C-14-1EPAF FTW
Class "A"
Concrete Meter Box
Bass & Hays
CMB37-B12 1118 LID-9
Concrete Meter Box
Bass & Hays
CMB-18-Dual 1416 LID-9
Concrete Meter Box
Bass & Hays
CMB65-B65 1527 LID-9
Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/131,
* From Original Standard Products List
FORT WORTH.,
Note: All water or
than 15 inch diameter shall be
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
for use by the Water
basis. Special bedding may be required for some
Updated: 03/29/2022
VY MLCI �I.ULrUWilL1ULL Hll llCrCaaC JJV l�/V IVI/VO/rJl
�� �L —I=`
i
EI-11
Air Release Valve
GA Industries, Inc.
Empire Au and Vacuum Valve, Model 935
ASTM A 126 Class B, ASTM A
V 12"
240 - Ront, ASTM A 307 - Cover
[,ndimition
Bolts
*
E1-11
ombmation Air Release Valve
Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No.
1/2", 1" & 2"
E1-11
ombmation Air Release Valve
Valve and Primer Corp.
APCO 4143C, #145C and #147C
1", 2" & 3"
Fire Hvdrants
atee
10/Ol/87
E-1-12
Dry Barrel Fire Hydrant
American -Darling Valve
Drawing Nos. 90-18608, 94-18560
AWWA C-502
03/31/88
E-1-12
Dry Barrel Fire Hydrant
American Darling Valve
Shop Drawing No. 94-18791
AWWA C-502
09/30/87
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Shop Drawing No. D-19895
AWWA C-502
01/12/93
E-1-12
Dry BarreFire Hydrant
American AVK Company
Model 2700
AWWA C-502
08/24/88
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Drawings D20435, D20436, B20506
AWWA C-502
E-1-12
Dry Barrel Fire Hydrant
ITT Kennedy Valve
Shop Drawing No. D-80783FW
AWWA C-502
09/24/87
E-1-12
Dry Barrel Fire Hydrant
M&H Valve Company
Shop Drawing No. 13476
AWWA C-502
Shop Drawings No. 6461
10/11.7
E-1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Centunon
AWWA C-502
Shop Drawing FH-12
01/15/88
E1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Super Centurion 200
AWWA C-502
10/09/87
E-1-12
Dry Barrel Fire Hydrant
U.S. Pipe & Foundry
Shop Drawing No. 960250
AWWA C-502
09/16/87
E-1-12
Dry Barrel Fire Hydrant
Water— Company
Shop Drawing No. SK740803
AWWA C-502
08/12/16
33-12-40
Dry Barrel Fire Hydrant
EJ (East Jordan Iron Works)
WaterMaster 5CD250
02/05/93
E101-5
Detector Check Meter
Ames Company
Model 1000 Detector Check Valve
AWWA C550
4" - 10"
08/05/04
Magnetic Drive Vertical Turbine
Hersey
Magnetic Drive Vertical
AWWA C701, Class 1
3/4" - 6"
Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13)
70781!
AWWA C900, AWWA C605,
33-11-12
PVC Pressure Pipe
Vinyltech PVC Pipe
DR14
ASTM D1784
4"-12"
3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife Jet Stream
DR14
AWWA C900
4"-12"
3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife let Stream
DR18
AWWA C900
16"-24"
5/25/2018
33 11 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 14
AWWA C900
4"-12"
5/25/2018
33 11 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 18
AWWA C900
16"-24"
AWWA C900-16
UL 1285
12/6/2018
33 11 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 14
ANSI/NSF 61
4"-28"
FM 1612
AWWA C900-16
UL 1285
12/6/2018
33 11 12
PVC Pressure Pipe
1-M Manufacturing Co., Inc d/b/a JM Eagle
DR 18
ANSI/NSF 61
16"-24"
FM 1612
9/6/2019
33 11 12
PVC Pressure Pipe
Underground Solutions Inc.
DR14 Fusible PVC
AWWA C900
4" - 8"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlakc)
DR18
AWWA C900
16"-24"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlake)
DR14
AWWA C900
4%12"
9/6/2019
33 11 12
PVC Pressure Pipe
Sanderson Pipe Corp.
DR14
AWWA C900
4% 12"
Water - PiDesNalves & Fittintls/Ductile Iron FittinES 33-11-11 (01/08/13�
117/23/92
EI-07
Ductile Iron Fittings
Star Pipe Products, Inc.
Mechanical Joint Fittings
AWWA C153 & C110
*
EI-07
Ductile Iron Fittings
Griffin Pipe Products, Co.
Mechanical Joint Fittings
AWWA C 110
*
EI-07
Ductile Iron Fittings
McWane/Tyler Pipe/ Union Utilities Division
Mechanical Joint Fittings, SSB Class 350
AW WA C 153, C 110, C III
08/11/98
EI-07
Ductile Iron Fittings
Sigma, Co.
Mechanical Joint Fittings, SSB Class 351
AWWA C 153, C 110, C 112
02/26/14
EI-07
MJ Fittings
Accucast
Class 350 C-153 MJ Fittings
AW WA C153
4"-12"
05/14/98
EI-07
Ductile Iron Joint Restraints
Ford Meter Box Co.fUni-Flange
Uni-Flange Series 1400
AW WA C111/C153
4" to 36"
05/14/98
E1-24
PVC Joint Restraints
Ford Meter Box Co.fUni-Flange
Uni-Flange Series 1500 Circle -Lock
AW WA C111/C153
4" to 24"
11/09/04
E1-07
Ductile Iron Joint Restraints
One Bolt, Inc.
One Bolt Restrained Joint Fitting
AW WA C111/CI16/C153
4" to 12"
02/29/12
33-11-11
Ductile Iron Pipe Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)
AW WA C111/CI16/C153
4" to I"
02/29/12
33-11-11
PVC Pipe Mechanical Joint Restraint
EBAA Iraq Inc.
Megalug Series 2000 (for PVC Pipe)
AW WA CI11/C116/C153
4" to 24"
08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLC4 - SLC10
AW WA C111/C153
4" to 10"
03/06/19
33-I1-I1
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12
AW WA C111/C153
4" to 12"
08/05/04
EI-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCE
AW WA C111/C153
12" to 24"
08/10/98
E I-07
MJ Fittings(DIP)
Sigma, Co.
Sigma One-Lok SLDE
AW WA C153
4" - 24"
10/12/10
E I-24
Interior Restrained Joint System
S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM
ASTM F-1624
4" to 12"
08/16/06
E1-07
Mechanical Joint Fittings
SIP Industries(Serampore)
Mechanical Joint Fittings
AW WA C153
4" to 24"
11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
PVC Stargrip Series 4000
ASTM A536 AW WA CI I I
11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
DIP Stargrip Series 3000
ASTM A536 AW WA CI I I
03/19/18
33-11-11
Mechanical Joint Retainer Glands
SIP Induaries(Serampore)
EZ Grip Joint Restraint (EZD) Black For DIP
ASTM A536 AW WA CI11
3"-48"
EZ Grip Joint Restraint (EZD) Red for C900
03/19/18
33-1141
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
DR14 PVC Pipe
ASTM A536 AW WA C111
4"-12"
EZ Grip Joint Restraint (EZD) Red for C900
.111-18
33-1141
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
DR18 PVC Pipe
ASTM A536 AW WA C111
16"-24"
* From Original Standard Products List
CITY OF FORT WORTH
FORT WORM, WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/29/2022
Note: All water or sewer pipe larder than 15 inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding maybe required for some pipes.
VVaLCr-IIUCD/VaIVCJIXlILL�CaIIICIIL
JCaLI'U VaIC VaIVC"JJ-IL-LV
IVJ/1J/1J1 Jm� �L`
ResWedged Gate Valve w/no Gears
American Flow Control
Series 2500 Drawing # 94-20247
16'
12/13/02
iliilient
Resent Wedge Gate Valve
American Flow Control
Series 2530 and Series 2536
AW WA C515
30" and 36"
08/31/99
Resilient Wedge Gate Valve
American Flow Control
Series 2520 & 2524 (SO 94-20255)
AW WA C515
20" and 24"
05/18/99
Resilient Wedge Gate Valve
American Flow Control
Series 2516 (SD 94-20247)
AW WA C515
16"
10/24/00
E1-26
Resilient Wedge Gate Valve
American Flow Control
Series 2500 (Ductile Iron)
AW WA C515
4" to 12"
08/05/04
Resilient Wedge Gate Valve
American Flow Control
42" and 48" AFC 2500
AW WA C515
42" and 48"
05/23/91
E1-26
Resilient Wedge Gate Valve
American AVK Company
American AVK Resilient goaded GV
AW WA C509
4" to 12"
01/24/02
E1-26
Resilient Wedge Gate Valve
American AVK Company
20" and smaller
*
E1-26
Resilient Seated Gate Valve
Kennedy
4" - 12"
*
E1-26
Resilient Seated Gate Valve
M&H
4" - 12"
*
E1-26
Resilient Seated Gate Valve
Mueller Co.
4" - 12"
11/08/99
Resilient Wedge Gate Valve
Mueller Co.
Series A2361 (SD 6647)
AW WA C515
16"
01/23/03
Resilient Wedge Gate Valve
Mueller Co.
Series A2360 for 18"-24" (SO 6709)
AW WA C515
24" and smaller
05/13/05
Resilient Wedge Gate Valve
Mueller Co.
Mueller 30" & 36", C-515
AW WA C515
30" and 36"
01/31/06
Resilient Wedge Gate Valve
Mueller Co.
Mueller 42" & 48", C-515
AW WA C515
42" and 48"
01/28/88
E1-26
Resilient Wedge Gate Valve
Clow Valve Co.
AW WA C509
4" - 12"
10/04/94
Resilient Wedge Gate Valve
Clow Valve Co.
16" RS GV (SO D-20995)
AW WA C515
16"
11/08/99
E1-26
Resilient Wedge Gate Valve
Clow Valve Co.
Clow RW Valve (SD D-21652)
AW WA C515
24" and smaller
11/29/04
Resilient Wedge Gate Valve
Clow Valve Co.
Clow 30" & 36" C-515
AW WA C515
30" and 36" (Note 3)
11/30/12
Resilient Wedge Gate Valve
Clow Valve Co.
Clow Valve Model 2638
AW WA C515
24" to 48"3)
01/08/91
EI-26
Resilient Seat Gate Valve
Stockham Valves & Fittings
AW WA C 509, ANSI 420 - stem,
rote
4" - 2"
ASTM A 276 Type 304 - Bolts &
.uts
*
E1-26
Resilient Seated Gate Valve
U.S. Pipe and Foundry Co.
Memesea1250, requirements SPL #74
3" to 16"
10/26/16
33-12-20
Resilient Seated Gate Valve
EJ (East Jordan Iron Works)
EJ FlowMaster Gate Valve & Boxes
08/24/18
Matco Gate Valve
Matco-Norca
225 MR
AW WA/ANSI C115/An21.15
4" to 16"
aW e�ines/Valy as/Rubber Seated Butterfly
Valv-e-M-12zrMVfffMTw
EI-30
Rubber Seated Butterfly Valve
Henry Pratt Co.
AW WA C-504
24"
*
EI-30
Rubber Seated Butterfly Valve
Mueller Co.
AW WA C-504
24"and smaller
1/11/99
E1-30
Rubber Seated Butterfly Valve
D—ik Valves Co.
AW WA C-504
24" and larger
06/12/03
E1-30
Valmatic American Butterfly Valve
Valmanc Valve and Manufacturing Corp.
Valmatic American Butterfly Valve.
AW WA C-504
Up to 84" diameter
04/06/07
E1-30
Rubber Seated Butterfly Valve
M&H Valve
M&H Style 4500 & 1450
AW WA C-504
24" to 48"
03/19/18
33 1221
Rubber Seated Butterfly Valve
G. A. Industries (Golden Anderson)
AW WA C504 Butterfly Valve
AW WA C-504
30"-54"
Water - Polvettvlene Encasement 33-11-10 (01/08/13). 1
OS/12/05
E1-13
Polyethylene Encasment
Flossol Packaging
Fulton Enterprises
AW WA C105
8 mil LLD
1 05/12/05
E1-13
Polyethylene Encasment
Mountain States Plastics (MSP) and AEP Ind.
Standard Hardware
AW WA C105
8 it LLD
1 05/12/05
E1-13
Polyethylene Encasment
AEP Industries
Bullstrong by Cowtown Bolt & Gasket
AW WA C105
8 mil LLD
1 09/06/19
33-11-11
Polyethylene Encasment
Northtown Products Inc.
PE Encasement for DIP
AW WA C105
8 mil LLD
Water - .5'amDllnE Station
3/1211 6
Water Sampling Station
Water Plus
B20 Water Sampling Station
Water - Automatic Flusher
7.
HG6-A-IN-2-BRN-LPRR(Portable)
]OY11
Automated Flushing System
Mueller Hydroguard
HG2-A-IN--2-PVC-018-LPLG(Permanent)
04/09/21
Automated Flushing System
Kupferle Foundry Company
Eclipse #9800wc
04/09/21
Automated Flushing System
Kupf le Foundry Company
Eclipse 49700 (Portable)
* From Original Standard Products List
FORT WORTHO
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 1 OF 3
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021)
Updated: 03/19/2021
Am
9/28/2018
3305 13
Manhole Frames and Covers
AccuCast (Govind Steel Company, LTD)
MHRC #220605
ASTM A48 AASHTO M306
**24" Din
9/28/2018
3305 13
Manhole Cover
Neenah Foundry
NF-1274-T91
ASTM A48 AASHTO M306
32" Dia
9/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
NF-1743-LM (Hinged)
ASTM A48 AASHTO M306
32" Dia
9/28/2018
3305 13
Manhole Frame
Neenah Foundry
NF-1930-30
ASTM A48 AASHTO M306
32.25" Dia
9/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
R-1743-HV
ASTM A48 AASHTO M306
32" Dia
4/3/2019
3305 13
Manhole Frames and Covers
SIP Industries ++
2279ST
ASTM A48 AASHTO M306
**24" Dia
4/3/2019
3305 13
Manhole Frames and Covers
SIP Industries ++
2280ST
ASTM A48 AASHTO M306
32" Dia
10/8/2020
3305 13
Manhole Frames and Covers
EJ ( Formally East Jordan Iron Works)
EJ1033 Z2/A
ASTM A536 AASHTO M306
32.25" Dia
**Note: All new development and new installation mahnole lids shall meet the minimum 304nch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement
frames and covers.
* From Original Standard Products List
FORT WDRTH,.)
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 2 OF 3
Updated: 10/13/21
10/08/20
33 49 20
Curb Inlets
Forterrra
FRT-10x3-405-PRECAST**
ASTM C913
10' X 3'
10/08/20
33 49 20
Curb Inlets
Forterrra
FRT-10x3-406-PRECAST**
ASTM C913
10' X 3'
10/08/20
33 49 20
Curb Inlets
Forterrra
FRT-10x4.5-407-PRECAST**
ASTM C913
10' X 4.5'
10/08/20
33 49 20
Curb Inlets
Forterrra
FRT-10x4.5-420-PRECAST**
ASTM C913
10' X 4.5'
10/08/20
33 39 20
Manhole
Forterrra
FRT4X4-409-PRECAST-TOP
ASTM C913
4' X 4'
10/08/20
33 39 20
Manhole
Forterrra
FRT4X4-409-PRECAST-BASE
ASTM C913
4' X 4'
10/08/20
33 39 20
Manhole
Forterrra
FRT-5X5-410-PRECAST-TOP
ASTM C913
5' X 5'
10/08/20
33 39 20
Manhole
Forterrra
FRT-5X5-410-PRECAST-BASE
ASTM C913
5' X 5'
10/08/20
33 39 20
Manhole
Forterrra
FRT-6X6-411-PRECAST-TOP
ASTM C913
6' X 6'
10/08/20
33 39 20
Manhole
Forterrm
FRT-6X6-411-PRECAST-BASE
ASTM C913
6' X 6'
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-10X3-405-PRECAST INLET**
ASTM 615
10' X 3'
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-15X3-405-PRECAST INLET**
ASTM 615
15' x 3'
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-20X3-405-PRECAST INLET**
ASTM 615
20' x 3'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG4X4-409-PRECAST TOP
ASTM 615
4' X 4'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG4X4-409-PRECAST BASE
ASTM 615
4' X 4'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4412-PRECAST 4-FT RISER
ASTM 615
4' X 4'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-410-PRECAST TOP
ASTM 615
5' X 5'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-410-PRECAST BASE
ASTM 615
5' X 5'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5412-PRECAST 5-FT RISER
ASTM 615
5' X 5'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST TOP
ASTM 615
6' X 6'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST BASE
ASTM 615
6' X 6'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6412-PRECAST 6-FT RISER
ASTM 615
6' X 6'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST TOP
ASTM 615
TX 7'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST BASE
ASTM 615
TX 7'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7412-PRECAST 4-FT RISER
ASTM 615
TX 7'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST TOP
ASTM 615
8' X 8'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST BASE
ASTM 615
8' X 8'
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8412-PRECAST 5-FT RISER
ASTM 615
8' X 8'
3/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-4X4408-PRECAST INLET
ASTM 615
4' X 4'
3/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-5X5408-PRECAST INLET
ASTM 615
5' X 5'
3/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-6X6408-PRECAST INLET
ASTM 615
6' X 6'
**Note: Pre -cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in -place. No exceptions to this requirement shall be allowed.
* From Original Standard Products List
FORT WORTH,,
4/9/2021 3341 13
Storm Drain Pipes
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 3 OF 3
Advanced Drainage Systems, lnc. (ADS) ADS HP Storm Polypropylene (PP) Pipe
Updated: 04/14/21
ASTM F2881 & AASHTO M330 12" - 60"